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Home My WebLink AboutSealed Truss BookAlpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information:Page 1: Customer: Central Florida Truss, Inc.Job Number: 20-0005 Job Description: /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Address: 7840 SADDLEBROOK DRIVE, PORT SAINT LUCIE, FL 34986 Job Engineering Criteria: Design Code: FBC2017RES IntelliVIEW Version: 17.02.01A JRef #: 1WTP7610004 Wind Standard: ASCE 7-10 Wind Speed (mph): 150.000000 Roof Load (psf): 20.00- 7.00- 0.00- 5.00 Building Type: Closed Floor Load (psf): 20.00- 7.00- 0.00- 5.00 This package contains general notes pages, 380 truss drawing(s) and 8 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 079.20.1313.35545 F1 2 079.20.1313.27308 F2 3 079.20.1313.27621 F3 4 080.20.1106.22550 F4 5 080.20.1106.29660 F5 6 080.20.1106.46360 F6 7 079.20.1313.30288 F7 8 079.20.1313.27152 F8 9 079.20.1313.42972 F9 10 079.20.1313.30959 F9A 11 079.20.1313.38603 F9B 12 080.20.1106.50040 F10 13 079.20.1313.29118 F11 14 079.20.1313.35982 F11A 15 079.20.1313.28728 F12 16 079.20.1313.32551 F14 17 079.20.1313.30367 F15 18 079.20.1313.42597 F16 19 079.20.1313.39056 F17 20 079.20.1313.41880 F17A 21 079.20.1313.42488 F18 22 079.20.1313.30804 TF1 23 079.20.1313.41895 TF2 24 079.20.1313.41709 TF3 25 079.20.1313.41161 TF4 26 079.20.1313.41240 TF5 27 079.20.1313.28556 TF6 28 079.20.1313.27061 TF7 29 079.20.1313.31068 TF8 30 080.20.1106.52503 TF10 31 080.20.1106.55380 TF11 32 079.20.1313.41896 TF12 33 079.20.1313.40428 TF13 34 079.20.1313.42020 TF14 35 079.20.1313.42675 TF15 36 079.20.1313.30117 TF16 37 079.20.1313.36873 T1 38 079.20.1313.42769 T2 39 079.20.1313.35358 T3 40 079.20.1313.28760 T4 41 079.20.1313.41084 T5 42 079.20.1313.40663 T6 43 079.20.1313.38369 T7 44 079.20.1313.41942 T8 45 079.20.1313.33299 T9 46 079.20.1313.28729 T10 47 079.20.1313.26732 T11 48 079.20.1313.40836 T12 49 079.20.1313.32847 T13 50 079.20.1313.36356 T19 51 079.20.1313.27075 T19A 52 079.20.1313.35857 T20 Florida Certificate of Product Approval #FL1999 Printed 3/20/2020 12:38:18 PM 03/20/2020 COA #0 278 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information:Page 2: Customer: Central Florida Truss, Inc.Job Number: 20-0005 Job Description: /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Address: 7840 SADDLEBROOK DRIVE, PORT SAINT LUCIE, FL 34986 Item Drawing Number Truss Item Drawing Number Truss 53 079.20.1313.26640 T21 54 079.20.1313.28650 T22 55 079.20.1313.37636 T23 56 079.20.1313.37214 T24 57 079.20.1313.41147 T25 58 079.20.1313.27979 T26 59 079.20.1313.28447 T27 60 079.20.1313.27371 T28 61 079.20.1313.34687 T29 62 079.20.1313.41897 T30 63 079.20.1313.40399 T31 64 079.20.1313.27792 T32 65 079.20.1313.37495 T33 66 079.20.1313.28993 T34 67 079.20.1313.42458 T35 68 079.20.1313.41304 T36 69 079.20.1313.42519 T37 70 079.20.1313.42035 T38 71 079.20.1313.42396 T39 72 079.20.1313.39758 T40 73 079.20.1313.37542 T41 74 079.20.1313.31942 T42 75 080.20.1106.58827 T43 76 079.20.1313.30210 T44 77 080.20.1107.09420 T45 78 079.20.1313.29867 T46 79 079.20.1313.28557 T47 80 079.20.1313.27542 T48 81 079.20.1313.41302 T49 82 079.20.1313.37885 T50 83 079.20.1313.27200 T51 84 079.20.1313.32176 T52 85 079.20.1313.27620 T53 86 079.20.1313.42940 T54 87 079.20.1313.41941 T55 88 079.20.1313.29539 T56 89 079.20.1313.42160 T57 90 079.20.1313.41396 T58 91 079.20.1313.34594 T59 92 079.20.1313.40928 T60 93 079.20.1313.39258 T61 94 080.20.1107.13990 T62 95 079.20.1313.37995 T63 96 079.20.1313.31740 T64 97 079.20.1313.36279 T65 98 079.20.1313.26654 T66 99 080.20.1107.22413 T67 100 079.20.1313.42738 T68 101 079.20.1313.27324 T69 102 079.20.1313.26887 T70 103 079.20.1313.32130 T70A 104 079.20.1313.41146 T71 105 079.20.1313.42846 T72 106 079.20.1313.41911 T73 107 079.20.1313.34313 T74 108 079.20.1313.36482 T75 109 079.20.1313.30648 T76 110 079.20.1313.42083 T77 111 079.20.1313.27294 T78 112 079.20.1313.41708 T79 113 079.20.1313.37059 T80 114 079.20.1313.42816 T81 115 079.20.1313.41115 T82 116 079.20.1313.33814 T83 117 079.20.1313.27122 T84 118 079.20.1313.36715 T85 119 079.20.1313.26762 T86 120 079.20.1313.28948 T87 Florida Certificate of Product Approval #FL1999 Printed 3/20/2020 12:38:18 PM 03/20/2020 COA #0 278 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information:Page 3: Customer: Central Florida Truss, Inc.Job Number: 20-0005 Job Description: /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Address: 7840 SADDLEBROOK DRIVE, PORT SAINT LUCIE, FL 34986 Item Drawing Number Truss Item Drawing Number Truss 121 079.20.1313.39055 T88 122 079.20.1313.27714 T89 123 079.20.1313.27060 T90 124 079.20.1313.40180 T91 125 079.20.1313.37698 T92 126 079.20.1313.35467 T93 127 079.20.1313.33580 T94 128 079.20.1313.29478 T95 129 079.20.1313.41099 T96 130 079.20.1313.42176 T97 131 079.20.1313.36419 T98 132 079.20.1313.31661 T99 133 079.20.1313.41536 T100 134 079.20.1313.40944 T101 135 079.20.1313.29524 T102 136 079.20.1313.40834 T103 137 079.20.1313.30522 T104 138 079.20.1313.41460 T106 139 079.20.1313.37090 T107 140 079.20.1313.30569 T108 141 079.20.1313.36434 T109 142 079.20.1313.38400 T110 143 079.20.1313.33892 T111 144 079.20.1313.31630 T112 145 079.20.1313.40335 T113 146 079.20.1313.35592 T114 147 079.20.1313.39554 T115 148 079.20.1313.37417 T116 149 079.20.1313.29383 T117 150 079.20.1313.36266 T118 151 079.20.1313.40835 T119 152 079.20.1313.41225 T120 153 079.20.1313.33595 T121 154 079.20.1313.42707 T122 155 079.20.1313.41365 T123 156 079.20.1313.36265 T124 157 079.20.1313.29180 T125 158 079.20.1313.28010 T126 159 079.20.1313.41427 T127 160 079.20.1313.33300 T128 161 079.20.1313.28806 T129 162 079.20.1313.28369 T130 163 079.20.1313.27839 T130A 164 079.20.1313.41693 T131 165 080.20.1107.27980 T132 166 079.20.1313.36576 T131A 167 079.20.1313.31692 T133 168 079.20.1313.26934 T134 169 079.20.1313.40664 T135 170 079.20.1313.36013 T136 171 079.20.1313.37169 T137 172 080.20.1107.35927 T138 173 079.20.1313.26952 T139 174 079.20.1313.40148 T140 175 079.20.1313.27965 T141 176 079.20.1313.38884 T142 177 079.20.1313.28759 T143 178 079.20.1313.26701 T144 179 079.20.1313.27402 T145 180 079.20.1313.31380 T146 181 079.20.1313.42987 T147 182 079.20.1313.40413 T148 183 079.20.1313.40709 T149 184 079.20.1313.39008 T150 185 080.20.1107.43987 T151 186 080.20.1107.48927 T152 187 080.20.1108.36433 T153 188 079.20.1313.27966 T154 Florida Certificate of Product Approval #FL1999 Printed 3/20/2020 12:38:18 PM 03/20/2020 COA #0 278 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information:Page 4: Customer: Central Florida Truss, Inc.Job Number: 20-0005 Job Description: /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Address: 7840 SADDLEBROOK DRIVE, PORT SAINT LUCIE, FL 34986 Item Drawing Number Truss Item Drawing Number Truss 189 079.20.1313.33128 T155 190 079.20.1313.40008 T156 191 079.20.1313.40553 T157 192 079.20.1313.38899 T158 193 079.20.1313.40243 T159 194 079.20.1313.38837 T160 195 079.20.1313.26950 T161 196 079.20.1313.27761 T162 197 079.20.1313.29087 T163 198 079.20.1313.28026 T164 199 079.20.1313.41694 T165 200 079.20.1313.41241 T166 201 079.20.1313.29213 T167 202 079.20.1313.40788 T168 203 079.20.1313.28260 T168 204 079.20.1313.39492 T169 205 079.20.1313.29336 T170 206 079.20.1313.33985 T171 207 079.20.1313.42520 T172 208 079.20.1313.40665 T173 209 079.20.1313.33658 T174 210 079.20.1313.27730 T175 211 079.20.1313.28478 T176 212 079.20.1313.42426 T177 213 079.20.1313.36310 T178 214 079.20.1313.26918 T179 215 079.20.1313.28589 T179A 216 079.20.1313.40056 T180 217 079.20.1313.41677 T181 218 079.20.1313.32395 T182 219 079.20.1313.40616 T183 220 079.20.1313.37760 T184 221 079.20.1313.30709 T185 222 079.20.1313.27231 T186 223 079.20.1313.27013 T187 224 079.20.1313.29243 T188 225 079.20.1313.42222 T189 226 079.20.1313.37901 T190 227 079.20.1313.28182 T191 228 079.20.1313.26889 T192 229 079.20.1313.27029 T193 230 079.20.1313.40085 T194 231 079.20.1313.40584 T195 232 079.20.1313.36591 T196 233 079.20.1313.41395 T197 234 079.20.1313.30335 T198 235 080.20.1108.45550 T199 236 079.20.1313.42348 T200 237 079.20.1313.36700 T201 238 079.20.1313.29960 T202 239 079.20.1313.37168 T203 240 079.20.1313.40382 T204 241 079.20.1313.29945 T205 242 079.20.1313.42629 T206 243 079.20.1313.41505 T208 244 079.20.1313.39476 T209 245 079.20.1313.29664 T210 246 079.20.1313.35654 T211 247 079.20.1313.28244 T212 248 079.20.1313.33205 T213 249 079.20.1313.32924 T214 250 079.20.1313.38150 v1 251 079.20.1313.34874 J1 252 079.20.1313.42427 J3 253 079.20.1313.42395 J4 254 079.20.1313.27870 J5 255 079.20.1313.42566 J5A 256 079.20.1313.42457 J6 Florida Certificate of Product Approval #FL1999 Printed 3/20/2020 12:38:18 PM 03/20/2020 COA #0 278 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information:Page 5: Customer: Central Florida Truss, Inc.Job Number: 20-0005 Job Description: /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Address: 7840 SADDLEBROOK DRIVE, PORT SAINT LUCIE, FL 34986 Item Drawing Number Truss Item Drawing Number Truss 257 079.20.1313.41489 J6A 258 079.20.1313.40756 J7 259 079.20.1313.27091 J7A 260 079.20.1313.41458 J8 261 079.20.1313.38166 J8A 262 079.20.1313.34360 J9 263 079.20.1313.42752 J10 264 079.20.1313.39305 J11 265 079.20.1313.31100 J11A 266 079.20.1313.40725 J12 267 079.20.1313.42628 J13 268 079.20.1313.40225 J13A 269 079.20.1313.27559 J13B 270 079.20.1313.40242 J14 271 079.20.1313.41348 J15 272 079.20.1313.40913 J16 273 079.20.1313.41520 J18 274 079.20.1313.42598 J19 275 079.20.1313.42739 J20 276 079.20.1313.36263 J21 277 079.20.1313.42551 J21A 278 079.20.1313.31240 J22 279 079.20.1313.29633 KJ1 280 079.20.1313.39759 KJ1 281 079.20.1313.35015 KJ2 282 079.20.1313.27230 KJ3 283 079.20.1313.32550 KJ4 284 079.20.1313.28229 KJ5 285 079.20.1313.38509 KJ6 286 079.20.1313.29493 KJ7 287 079.20.1313.28323 KJ8 288 079.20.1313.40101 KJ9 289 079.20.1313.26639 KJ10 290 079.20.1313.33065 KJ11 291 079.20.1313.42239 KJ12 292 079.20.1313.42066 KJ13 293 079.20.1313.30553 KJ14 294 079.20.1313.39601 KJ15 295 079.20.1313.40100 KJ16 296 079.20.1313.27544 KJ17 297 079.20.1313.28494 KJ18 298 079.20.1313.32394 KJ19 299 079.20.1313.42799 KJ20 300 079.20.1313.29058 KJ21 301 079.20.1313.31084 KJ22 302 079.20.1313.28947 KJ23 303 079.20.1313.36747 C1 304 079.20.1313.30694 C2 305 079.20.1313.27622 C2A 306 079.20.1313.31099 C3 307 079.20.1313.33425 C3A 308 079.20.1313.36575 C4 309 079.20.1313.41785 C4A 310 079.20.1313.40054 C5 311 079.20.1313.34906 C6 312 079.20.1313.29305 C7 313 079.20.1313.28651 C8 314 079.20.1313.34172 C8A 315 080.20.1108.48093 C9 316 079.20.1313.36044 C10 317 079.20.1313.42676 C10A 318 080.20.1108.55330 C11 319 080.20.1108.57143 C13 320 080.20.1109.00370 C15 321 079.20.1313.42942 C16 322 079.20.1313.42128 C17 323 079.20.1313.27418 C18 324 079.20.1313.37402 C19 Florida Certificate of Product Approval #FL1999 Printed 3/20/2020 12:38:18 PM 03/20/2020 COA #0 278 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information:Page 6: Customer: Central Florida Truss, Inc.Job Number: 20-0005 Job Description: /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Address: 7840 SADDLEBROOK DRIVE, PORT SAINT LUCIE, FL 34986 Item Drawing Number Truss Item Drawing Number Truss 325 079.20.1313.40523 C20 326 079.20.1313.29057 C21 327 079.20.1313.27137 C22 328 079.20.1313.29961 C22A 329 079.20.1313.29244 C23 330 079.20.1313.36138 C23A 331 079.20.1313.39913 C24 332 079.20.1313.35342 C25 333 079.20.1313.34236 C25A 334 079.20.1313.29570 C26 335 079.20.1313.28151 C27 336 079.20.1313.41724 C28 337 079.20.1313.40178 C29 338 079.20.1313.41738 C30 339 079.20.1313.41116 C30A 340 079.20.1313.42349 C31 341 079.20.1313.30834 C31A 342 079.20.1313.28900 C32 343 079.20.1313.41333 C33 344 079.20.1313.31864 C34 345 080.20.1109.02410 C35 346 079.20.1313.37324 C36 347 079.20.1313.30413 C37 348 080.20.1109.09220 C38 349 079.20.1313.41271 C39 350 079.20.1313.36872 C40 351 079.20.1313.37058 C40A 352 079.20.1313.40679 C43 353 079.20.1313.42863 C43A 354 079.20.1313.34422 C44 355 079.20.1313.41583 C45 356 079.20.1313.38119 C46 357 079.20.1313.38432 C47 358 079.20.1313.40506 C48 359 079.20.1313.36389 C49 360 080.20.1109.14283 C50 361 079.20.1313.38572 C51 362 079.20.1313.34828 C52 363 079.20.1313.36871 C53 364 079.20.1313.34079 C54 365 079.20.1313.40943 C55 366 080.20.1109.18960 C56 367 079.20.1313.42004 C57 368 079.20.1313.35967 C58 369 079.20.1313.28978 C59 370 079.20.1313.42051 C60 371 079.20.1313.26779 C61 372 079.20.1313.42129 C62 373 079.20.1313.28199 C63 374 079.20.1313.40398 C64 375 079.20.1313.26716 C65 376 079.20.1313.33782 C66 377 079.20.1313.26951 C67 378 079.20.1313.28400 C68 379 079.20.1313.42191 C69 380 079.20.1313.27355 P1 381 BRCLBSUB0119 382 BRWEBLOK1014 383 CNNAILSP1014 384 CNSY42PL0118 385 DEFLCAMB1014 386 LSCSYX2A1014 387 STRBRIBR1014 388 VAL160101014 Florida Certificate of Product Approval #FL1999 Printed 3/20/2020 12:38:18 PM 03/20/2020 COA #0 278 General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. CL = Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT = Fire Retardant Treated lumber. FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT = FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. g = green lumber. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. Ic = Incised lumber. FJ = Finger Jointed lumber. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. Page 2 of 3 References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org. 2. ICC: International Code Council; www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.com. Page 3 of 3 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NA Kzt: NA BCDL: NA psf Mean Height: NA ft Enclosure:NA Category: NA Wind Std:NA MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 F 999 480 VERT(CL):0.073 F 999 360 HORZ(LL):-0.010 O - - HORZ(TL):0.019 O - - VIEW Ver: 17.02.01A.1115.21 Creep Factor: 2.0 Max TC CSI:0.762 Max BC CSI:0.320 Max W eb CSI:0.167 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F1 Ply: 1 Qty:1 SEQN:13651 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T378 DrwNo:079.20.1313.35545 AK /DF 03/19/2020 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 620 /-/-/-/-/- I 620 /-/-/-/-/- A Brg Width = 4.9 Min Req =1.5 I Brg Width = 4.9 Min Req =1.5 Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 0 -703 E - F 0 -705 Chords Tens.Comp. F - G 0 -703 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 672 0 N - M 705 0 Chords Tens.Comp. M - L 672 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 592 0 O - D 0 -553 Webs Tens.Comp. G - L 0 -553 L - I 592 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 9'7"6 5"7 2'6" (TYP) 7"4 7"4 5"7 3'9"11 3'9"11 5'9"11 2' 9'7"6 3'9"11 1'8"43"1'11"413'8"4 A B C D E F G H I J KLMNOP1X4 5X5 3X3 3X3 3X3 3X3 1X4 1X4 3X3 3X3 3X3 3X3 5X5 1X4 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NA Kzt: NA BCDL: NA psf Mean Height: NA ft Enclosure:NA Category: NA Wind Std:NA MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 F 999 480 VERT(CL):0.073 F 999 360 HORZ(LL):-0.010 O - - HORZ(TL):0.019 O - - VIEW Ver: 17.02.01A.1115.21 Creep Factor: 2.0 Max TC CSI:0.762 Max BC CSI:0.320 Max W eb CSI:0.167 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F1 Ply: 1 Qty:1 SEQN:13651 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T378 DrwNo:079.20.1313.35545 AK /DF 03/19/2020 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 620 /-/-/-/-/- I 620 /-/-/-/-/- A Brg Width = 4.9 Min Req =1.5 I Brg Width = 4.9 Min Req =1.5 Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 0 -703 E - F 0 -705 Chords Tens.Comp. F - G 0 -703 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 672 0 N - M 705 0 Chords Tens.Comp. M - L 672 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 592 0 O - D 0 -553 Webs Tens.Comp. G - L 0 -553 L - I 592 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 9'7"6 5"7 2'6" (TYP) 7"4 7"4 5"7 3'9"11 3'9"11 5'9"11 2' 9'7"6 3'9"11 1'8"43"1'11"413'8"4 A B C D E F G H I J KLMNOP1X4 5X5 3X3 3X3 3X3 3X3 1X4 1X4 3X3 3X3 3X3 3X3 5X5 1X4 03/20/2020COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 880 /-/-/-/-/- I 880 /-/-/-/-/- A Brg Width = 4.9 Min Req =1.5 I Brg Width = 4.9 Min Req =1.5 Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -573 C - D 0 -542 D - E 0 -1293 E - F 0 -1494 Chords Tens.Comp. F - G 0 -1293 G - H 0 -542 H - I 0 -573 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1078 0 P - O 1493 0 O - N 1494 0 Chords Tens.Comp. N - M 1493 0 M - L 1078 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 946 0 Q - D 0 -890 D - P 400 0 P - E 0 -454 Webs Tens.Comp. F - M 0 -454 M - G 400 0 G - L 0 -890 L - I 946 0 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.084 F 999 480 VERT(CL):0.173 F 905 360 HORZ(LL):-0.020 Q - - HORZ(TL):0.041 Q - - Creep Factor: 2.0 Max TC CSI:0.935 Max BC CSI:0.776 Max W eb CSI:0.267 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F2 Ply: 1 Qty:1 SEQN:13656 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T370 DrwNo:079.20.1313.27308 AK /DF 03/19/2020 13'7"6 5"7 2'6" (TYP) 2'6"2'6"5"7 5'8"7 5'8"7 7'10"15 2'2"8 13'7"6 5'8"7 1'8"43"1'11"4+ 13'8"4 A B C D E F G H I J KLMNOPQR1X4 6X6 4X4 3X3 3X3 3X3 3X3 1X4 1X4 3X3 3X3 3X3 3X3 4X4 6X6 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 880 /-/-/-/-/- I 880 /-/-/-/-/- A Brg Width = 4.9 Min Req =1.5 I Brg Width = 4.9 Min Req =1.5 Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -573 C - D 0 -542 D - E 0 -1293 E - F 0 -1494 Chords Tens.Comp. F - G 0 -1293 G - H 0 -542 H - I 0 -573 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1078 0 P - O 1493 0 O - N 1494 0 Chords Tens.Comp. N - M 1493 0 M - L 1078 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 946 0 Q - D 0 -890 D - P 400 0 P - E 0 -454 Webs Tens.Comp. F - M 0 -454 M - G 400 0 G - L 0 -890 L - I 946 0 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.084 F 999 480 VERT(CL):0.173 F 905 360 HORZ(LL):-0.020 Q - - HORZ(TL):0.041 Q - - Creep Factor: 2.0 Max TC CSI:0.935 Max BC CSI:0.776 Max W eb CSI:0.267 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F2 Ply: 1 Qty:1 SEQN:13656 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T370 DrwNo:079.20.1313.27308 AK /DF 03/19/2020 13'7"6 5"7 2'6" (TYP) 2'6"2'6"5"7 5'8"7 5'8"7 7'10"15 2'2"8 13'7"6 5'8"7 1'8"43"1'11"4+ 13'8"4 A B C D E F G H I J KLMNOPQR1X4 6X6 4X4 3X3 3X3 3X3 3X3 1X4 1X4 3X3 3X3 3X3 3X3 4X4 6X6 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; T1 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1123 /-/-/-/-/- K 1123 /-/-/-/-/- A Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.5 Min Req =1.5 Bearings A & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -787 C - D 0 -751 D - E 0 -1869 E - F 0 -2439 F - G 0 -2566 Chords Tens.Comp. G - H 0 -2439 H - I 0 -1869 I - J 0 -751 J - K 0 -787 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 1487 0 T - S 2233 0 S - R 2566 0 R - Q 2566 0 Chords Tens.Comp. Q - P 2566 0 P - O 2233 0 O - N 1487 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - U 1299 0 U - D 0 -1232 D - T 672 0 T - E 0 -642 E - S 459 0 S - F 0 -512 Webs Tens.Comp. G - P 0 -512 P - H 459 0 H - O 0 -642 O - I 672 0 I - N 0 -1232 N - K 1299 0 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.135 Q 999 480 VERT(CL):0.226 G 900 360 HORZ(LL):-0.024 K - - HORZ(TL):0.042 U - - Creep Factor: 2.0 Max TC CSI:0.866 Max BC CSI:0.505 Max W eb CSI:0.367 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F3 Ply: 1 Qty:8 SEQN:13659 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T249 DrwNo:079.20.1313.27621 AK /DF 03/19/2020 T1 17'4" 4"2'6" (TYP) 2'1"2'1"4" 7'8" 7'8" 9'8" 2' 17'4" 7'8"1'8"43"1'11"4+ 13'8"4 A B C D E F G H I J K L MNOPQRSTUV1.5X4 6X6 5X5 3X34X4 4X4 3X3 3X3 3X3 1.5X4 1.5X4 3X3 3X3 3X3 4X4 4X43X3 5X5 6X6 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; T1 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1123 /-/-/-/-/- K 1123 /-/-/-/-/- A Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.5 Min Req =1.5 Bearings A & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -787 C - D 0 -751 D - E 0 -1869 E - F 0 -2439 F - G 0 -2566 Chords Tens.Comp. G - H 0 -2439 H - I 0 -1869 I - J 0 -751 J - K 0 -787 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 1487 0 T - S 2233 0 S - R 2566 0 R - Q 2566 0 Chords Tens.Comp. Q - P 2566 0 P - O 2233 0 O - N 1487 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - U 1299 0 U - D 0 -1232 D - T 672 0 T - E 0 -642 E - S 459 0 S - F 0 -512 Webs Tens.Comp. G - P 0 -512 P - H 459 0 H - O 0 -642 O - I 672 0 I - N 0 -1232 N - K 1299 0 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.135 Q 999 480 VERT(CL):0.226 G 900 360 HORZ(LL):-0.024 K - - HORZ(TL):0.042 U - - Creep Factor: 2.0 Max TC CSI:0.866 Max BC CSI:0.505 Max W eb CSI:0.367 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F3 Ply: 1 Qty:8 SEQN:13659 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T249 DrwNo:079.20.1313.27621 AK /DF 03/19/2020 T1 17'4" 4"2'6" (TYP) 2'1"2'1"4" 7'8" 7'8" 9'8" 2' 17'4" 7'8"1'8"43"1'11"4+ 13'8"4 A B C D E F G H I J K L MNOPQRSTUV1.5X4 6X6 5X5 3X34X4 4X4 3X3 3X3 3X3 1.5X4 1.5X4 3X3 3X3 3X3 4X4 4X43X3 5X5 6X6 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 4x2 SP 2250f-1.9E; T2,T4 4x2 SP #2; Bot chord: 4x2 SP 2250f-1.9E; B2 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AK 455 /-/-/-/-/- AF 1188 /-/-/-/-/- Z 1201 /-/-/-/-/- S 1141 /-/-/-/-/- AK Brg Width = 16.0 Min Req =1.5 AF Brg Width = 8.0 Min Req =1.5 Z Brg Width = 4.0 Min Req =1.5 S Brg Width = 4.5 Min Req =1.5 Bearings AK, AF, Z, & S Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -411 D - E 0 -573 E - F 0 -1165 F - G 0 -1184 G - H 0 -1184 H - I 0 -1184 I - J 0 -1597 Chords Tens.Comp. J - K 0 -1625 K - L 0 -2625 L - M 0 -2625 M - N 0 -2842 N - O 0 -2632 O - P 0 -1935 P - Q 0 -727 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AJ-AI 408 0 AI-AH 411 0 AH-AG 412 0 AE-AD 984 0 AD-AC 1289 0 AC-AB 1289 0 AB-AA 1604 0 Chords Tens.Comp. AA- Z 1604 0 Z - Y 1597 0 Y - X 2197 0 X - W 2848 0 W -V 2848 0 V - U 2391 0 U - T 1455 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AK 0 -414 A -AJ 425 0 AJ- B 0 -404 D -AF 0 -1023 D -AE 634 0 AE- E 0 -719 AB- I 96 -960 I - Z 0 -514 J - Y 771 0 Webs Tens.Comp. Y - K 0 -1451 K - X 734 0 X - M 0 -389 V - O 404 0 O - U 0 -766 U - P 806 0 P - T 0 -1224 T - Q 1222 0 Q - S 0 -1063 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.236 K 783 480 VERT(CL):0.387 K 477 360 HORZ(LL):-0.019 Q - - HORZ(TL):0.032 Q - - Creep Factor: 2.0 Max TC CSI:0.711 Max BC CSI:0.755 Max W eb CSI:0.345 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F4 Ply: 1 Qty:1 SEQN:17512 SY42 FROM: Cust: R 761 JRef:1WTP7610004 T137 DrwNo:080.20.1106.22550 JB /DF 03/20/2020 T2 T4 B2 3"8 7'8'15'7"4 1'11"8 2'5"12 6'3"1'5"4 13'2"12 30'7"4 2'4" 2'4" 4'4" 2' 15' 10'8" 17' 2' 30'7"4 13'7"4 1'11"41"8 + 12' A B C D E F G H I J KL M N O P Q STUVWXYZAAABACADAEAFAGAHAIAJAK 1X44X4 2X5 4X4 4X4 1.5X6 1.5X6 4X4 4X4 5X5 1.5X6 5X5 4X4 4X4 4X4 W=3X4 1.5X6 5X5 W=3X4 W=H0310 5X5 1.5X6 1.5X6 6X6 5X5W=3X4 5X5 4X4 4X4 4X4 4X4 4X4 5X5 5X5 6X6 6X6 2X5 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 4x2 SP 2250f-1.9E; T2,T4 4x2 SP #2; Bot chord: 4x2 SP 2250f-1.9E; B2 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AK 455 /-/-/-/-/- AF 1188 /-/-/-/-/- Z 1201 /-/-/-/-/- S 1141 /-/-/-/-/- AK Brg Width = 16.0 Min Req =1.5 AF Brg Width = 8.0 Min Req =1.5 Z Brg Width = 4.0 Min Req =1.5 S Brg Width = 4.5 Min Req =1.5 Bearings AK, AF, Z, & S Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -411 D - E 0 -573 E - F 0 -1165 F - G 0 -1184 G - H 0 -1184 H - I 0 -1184 I - J 0 -1597 Chords Tens.Comp. J - K 0 -1625 K - L 0 -2625 L - M 0 -2625 M - N 0 -2842 N - O 0 -2632 O - P 0 -1935 P - Q 0 -727 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AJ-AI 408 0 AI-AH 411 0 AH-AG 412 0 AE-AD 984 0 AD-AC 1289 0 AC-AB 1289 0 AB-AA 1604 0 Chords Tens.Comp. AA- Z 1604 0 Z - Y 1597 0 Y - X 2197 0 X - W 2848 0 W -V 2848 0 V - U 2391 0 U - T 1455 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AK 0 -414 A -AJ 425 0 AJ- B 0 -404 D -AF 0 -1023 D -AE 634 0 AE- E 0 -719 AB- I 96 -960 I - Z 0 -514 J - Y 771 0 Webs Tens.Comp. Y - K 0 -1451 K - X 734 0 X - M 0 -389 V - O 404 0 O - U 0 -766 U - P 806 0 P - T 0 -1224 T - Q 1222 0 Q - S 0 -1063 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.236 K 783 480 VERT(CL):0.387 K 477 360 HORZ(LL):-0.019 Q - - HORZ(TL):0.032 Q - - Creep Factor: 2.0 Max TC CSI:0.711 Max BC CSI:0.755 Max W eb CSI:0.345 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F4 Ply: 1 Qty:1 SEQN:17512 SY42 FROM: Cust: R 761 JRef:1WTP7610004 T137 DrwNo:080.20.1106.22550 JB /DF 03/20/2020 T2 T4 B2 3"8 7'8'15'7"4 1'11"8 2'5"12 6'3"1'5"4 13'2"12 30'7"4 2'4" 2'4" 4'4" 2' 15' 10'8" 17' 2' 30'7"4 13'7"4 1'11"41"8 + 12' A B C D E F G H I J KL M N O P Q STUVWXYZAAABACADAEAFAGAHAIAJAK 1X44X4 2X5 4X4 4X4 1.5X6 1.5X6 4X4 4X4 5X5 1.5X6 5X5 4X4 4X4 4X4 W=3X4 1.5X6 5X5 W=3X4 W=H0310 5X5 1.5X6 1.5X6 6X6 5X5W=3X4 5X5 4X4 4X4 4X4 4X4 4X4 5X5 5X5 6X6 6X6 2X5 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 4x2 SP #2; T3,T4 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP #2; B4,B6, B7 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Deflection Max JT VERT DEFL: LL: 0.23" DL: 0.18". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AS 864 /-/-/-/-/- AK 1206 /-/-/-/-/- AE 1190 /-/-/-/-/- W 1143 /-/-/-/-/- AS Brg Width = 5.3 Min Req =1.5 AK Brg Width = 8.0 Min Req =1.5 AE Brg Width = 4.0 Min Req =1.5 W Brg Width = 5.3 Min Req =1.5 Bearing AS is a rigid surface. Bearings AK, AE, & W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. F - G 19 -478 H - I 0 -531 I - J 0 -1138 J - K 0 -1173 K - L 0 -1173 L - M 0 -1173 M - N 0 -1612 Chords Tens.Comp. N - O 0 -1640 O - P 0 -2632 P - Q 0 -2632 Q - R 0 -2851 R - S 0 -2638 S - T 0 -1939 T - U 0 -730 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AN-AM 478 -19 AM-AL 478 -20 AI-AH 952 0 AH-AG 1269 0 AG-AF 1619 0 AF-AE 1619 0 AE-AD 1612 0 Chords Tens.Comp. AD-AC 2208 0 AC-AB 2208 0 AB-AA 2857 0 AA- Z 2857 0 Z - Y 2396 0 Y - X 1459 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AS- D 0 -597 AO-AN 519 -18 H -AJ 0 -1074 H -AI 699 0 AI- I 0 -743 AG- M 87 -950 M -AE 0 -505 N -AD 769 0 AD- O 0 -1443 Webs Tens.Comp. O -AB 730 0 AB- Q 0 -392 Z - S 407 0 S - Y 0 -768 Y - T 807 0 T - X 0 -1225 X - U 1226 0 U - W 0 -1066 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.237 O 782 480 VERT(CL):0.387 O 477 360 HORZ(LL):0.019 X - - HORZ(TL):0.033 X - - Creep Factor: 2.0 Max TC CSI:0.713 Max BC CSI:0.753 Max W eb CSI:0.346 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F5 Ply: 1 Qty:1 SEQN:17508 SY42 FROM: Cust: R 761 JRef:1WTP7610004 T106 DrwNo:080.20.1106.29660 JB /DF 03/20/2020 T3 T4 B4 B6 B73"8 3"8 2'6"6 7'8"8'0"12 15'7"4 5'18'10'10"6 1"8 2'3"10"82'6"10"8 6'8"14 12'12' 1'1"8 1'4"2 2'4"4 6'3"1'5"4 13'2"12 33'10"6 2'4"8 2'4"8 2'7"8 3"2'9" 1"8 3'3" 6" 4' 9"5'7"2 1'7"2 7'7"2 2'10'2"6 2'7"4 18'3"2 8'0"12 20'3"2 2' 33'10"6 13'7"4 7"4 1'4"1'11"4 1"8 + 12'7"4 12' A B C D E F G H I J K L M N O P Q R S T U WXYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASAT AU AV AW AX 1.5X4 1.5X4 4X4 4X410X10(**) 1.5X6 4X4 1.5X4(**) 1.5X6 2X5 3X61.5X6 1.5X4(**) 4X4 10X10(**) 1.5X6 W=3X44X4 4X4 1.5X6 4X4 4X4W=3X4 5X8 2X5 5X5 4X4 4X4 4X4W=3X4 1.5X6 5X5 W=H0310 5X5 1.5X6 1.5X6 6X6 5X5 W=3X45X5 W=3X44X4 4X4 4X4 4X4 4X4 5X5 5X5 6X6 6X6 2X5 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 4x2 SP #2; T3,T4 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP #2; B4,B6, B7 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Deflection Max JT VERT DEFL: LL: 0.23" DL: 0.18". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AS 864 /-/-/-/-/- AK 1206 /-/-/-/-/- AE 1190 /-/-/-/-/- W 1143 /-/-/-/-/- AS Brg Width = 5.3 Min Req =1.5 AK Brg Width = 8.0 Min Req =1.5 AE Brg Width = 4.0 Min Req =1.5 W Brg Width = 5.3 Min Req =1.5 Bearing AS is a rigid surface. Bearings AK, AE, & W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. F - G 19 -478 H - I 0 -531 I - J 0 -1138 J - K 0 -1173 K - L 0 -1173 L - M 0 -1173 M - N 0 -1612 Chords Tens.Comp. N - O 0 -1640 O - P 0 -2632 P - Q 0 -2632 Q - R 0 -2851 R - S 0 -2638 S - T 0 -1939 T - U 0 -730 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AN-AM 478 -19 AM-AL 478 -20 AI-AH 952 0 AH-AG 1269 0 AG-AF 1619 0 AF-AE 1619 0 AE-AD 1612 0 Chords Tens.Comp. AD-AC 2208 0 AC-AB 2208 0 AB-AA 2857 0 AA- Z 2857 0 Z - Y 2396 0 Y - X 1459 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AS- D 0 -597 AO-AN 519 -18 H -AJ 0 -1074 H -AI 699 0 AI- I 0 -743 AG- M 87 -950 M -AE 0 -505 N -AD 769 0 AD- O 0 -1443 Webs Tens.Comp. O -AB 730 0 AB- Q 0 -392 Z - S 407 0 S - Y 0 -768 Y - T 807 0 T - X 0 -1225 X - U 1226 0 U - W 0 -1066 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.237 O 782 480 VERT(CL):0.387 O 477 360 HORZ(LL):0.019 X - - HORZ(TL):0.033 X - - Creep Factor: 2.0 Max TC CSI:0.713 Max BC CSI:0.753 Max W eb CSI:0.346 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F5 Ply: 1 Qty:1 SEQN:17508 SY42 FROM: Cust: R 761 JRef:1WTP7610004 T106 DrwNo:080.20.1106.29660 JB /DF 03/20/2020 T3 T4 B4 B6 B73"8 3"8 2'6"6 7'8"8'0"12 15'7"4 5'18'10'10"6 1"8 2'3"10"82'6"10"8 6'8"14 12'12' 1'1"8 1'4"2 2'4"4 6'3"1'5"4 13'2"12 33'10"6 2'4"8 2'4"8 2'7"8 3"2'9" 1"8 3'3" 6" 4' 9"5'7"2 1'7"2 7'7"2 2'10'2"6 2'7"4 18'3"2 8'0"12 20'3"2 2' 33'10"6 13'7"4 7"4 1'4"1'11"4 1"8 + 12'7"4 12' A B C D E F G H I J K L M N O P Q R S T U WXYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASAT AU AV AW AX 1.5X4 1.5X4 4X4 4X410X10(**) 1.5X6 4X4 1.5X4(**) 1.5X6 2X5 3X61.5X6 1.5X4(**) 4X4 10X10(**) 1.5X6 W=3X44X4 4X4 1.5X6 4X4 4X4W=3X4 5X8 2X5 5X5 4X4 4X4 4X4W=3X4 1.5X6 5X5 W=H0310 5X5 1.5X6 1.5X6 6X6 5X5 W=3X45X5 W=3X44X4 4X4 4X4 4X4 4X4 5X5 5X5 6X6 6X6 2X5 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 4x2 SP 2250f-1.9E; T3,T6 4x2 SP #2; Bot chord: 4x2 SP #2; B3,B6, B7 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; W8,W10 4x2 SP 2250f-1.9E; Plating Notes (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AU 1056 /-/-/-/-/- AL 1277 /-/-/-/-/- AF 1124 /-/-/-/-/- X 1138 /-/-/-/-/- AU Brg Width = 5.3 Min Req =1.5 AL Brg Width = 8.0 Min Req =1.5 AF Brg Width = 4.0 Min Req =1.5 X Brg Width = 7.3 Min Req =1.5 Bearing AU is a rigid surface. Bearings AL, AF, & X Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 814 0 C - D 847 0 D - E 836 0 E - F 389 -295 F - G 431 -80 G - H 431 -80 I - J 0 -889 J - K 0 -889 K - L 0 -1029 L - M 0 -1029 Chords Tens.Comp. M - N 0 -1029 N - O 0 -1571 O - P 0 -1600 P - Q 0 -2601 Q - R 0 -2827 R - S 0 -2827 S - T 0 -2621 T - U 0 -1928 U - V 0 -726 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AU-AR 0 -1732 AR-AP 0 -825 AO-AN 295 -389 AN-AM 295 -390 AM-AL 0 -496 AL-AK 0 -496 AK-AJ 0 -496 AJ-AI 654 0 AI-AH 1071 0 Chords Tens.Comp. AH-AG 1071 0 AG-AF 1576 0 AF-AE 1571 0 AE-AD 2171 0 AD-AC 2171 0 AC-AB 2829 0 AB-AA 2835 0 AA- Z 2382 0 Z - Y 1451 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AU 0 -842 AP- E 0 -675 AP-AO 328 -390 H -AK 0 -1155 H -AJ 784 0 Webs Tens.Comp. AE- P 0 -1462 P -AC 745 0 AC- Q 0 -403 AA- T 400 0 T - Z 0 -763 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.239 P 775 480 VERT(CL):0.388 P 476 360 HORZ(LL):-0.021 V - - HORZ(TL):0.035 V - - Creep Factor: 2.0 Max TC CSI:0.719 Max BC CSI:0.761 Max W eb CSI:0.344 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F6 Ply: 1 Qty:3 SEQN:17515 SY42 FROM: Page 1 of 2 Cust: R 761 JRef:1WTP7610004 T296 DrwNo:080.20.1106.46360 JB /DF 03/20/2020 T3 T6 B3 B6 B7 W8 W10 3"8 3"8 4'0"8 7'8"8'15'7"4 10'1"8 9'0"12 16'1"8 1"8 3'9"2 1'4"67"6 6'8"2 12'12' 2'6"(TYP) 10"10 1'5"2'5"6'3"1'4"8 13'2"12 35'3"12 4'9"2 4'9"2 5'3" 5"14 5'4"8 1"8 7'0"8 1'8"9'0"8 2' 11'8"8 2'8" 19'8"8 8' 21'8"8 2' 35'3"12 13'7"4 7"4 1'4"1'11"4 1"8 + 12'7"4 12' A B C D E F G H I J K L MN O P Q R S T U V XYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQAR ASAT AU AVAWAX 1.5X4 1.5X4 4X4 1.5X6 4X4 5X5 4X4 SS0508 4X4 1.5X61.5X6 1.5X4(**) 2X5 10X10(++) 4X4 4X4 1.5X6 4X4W=3X4 4X4W=3X4 5X8 2X5 5X5 4X4 4X4 W=3X44X4 W=3X4 1.5X6 5X5 W=3X55X5 1.5X6 1.5X6 6X6 5X5 W=3X45X5 4X4W=3X4 4X4 4X4 4X4 4X4 5X5 5X5 6X6 6X6 2X5 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 4x2 SP 2250f-1.9E; T3,T6 4x2 SP #2; Bot chord: 4x2 SP #2; B3,B6, B7 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; W8,W10 4x2 SP 2250f-1.9E; Plating Notes (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AU 1056 /-/-/-/-/- AL 1277 /-/-/-/-/- AF 1124 /-/-/-/-/- X 1138 /-/-/-/-/- AU Brg Width = 5.3 Min Req =1.5 AL Brg Width = 8.0 Min Req =1.5 AF Brg Width = 4.0 Min Req =1.5 X Brg Width = 7.3 Min Req =1.5 Bearing AU is a rigid surface. Bearings AL, AF, & X Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 814 0 C - D 847 0 D - E 836 0 E - F 389 -295 F - G 431 -80 G - H 431 -80 I - J 0 -889 J - K 0 -889 K - L 0 -1029 L - M 0 -1029 Chords Tens.Comp. M - N 0 -1029 N - O 0 -1571 O - P 0 -1600 P - Q 0 -2601 Q - R 0 -2827 R - S 0 -2827 S - T 0 -2621 T - U 0 -1928 U - V 0 -726 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AU-AR 0 -1732 AR-AP 0 -825 AO-AN 295 -389 AN-AM 295 -390 AM-AL 0 -496 AL-AK 0 -496 AK-AJ 0 -496 AJ-AI 654 0 AI-AH 1071 0 Chords Tens.Comp. AH-AG 1071 0 AG-AF 1576 0 AF-AE 1571 0 AE-AD 2171 0 AD-AC 2171 0 AC-AB 2829 0 AB-AA 2835 0 AA- Z 2382 0 Z - Y 1451 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AU 0 -842 AP- E 0 -675 AP-AO 328 -390 H -AK 0 -1155 H -AJ 784 0 Webs Tens.Comp. AE- P 0 -1462 P -AC 745 0 AC- Q 0 -403 AA- T 400 0 T - Z 0 -763 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.239 P 775 480 VERT(CL):0.388 P 476 360 HORZ(LL):-0.021 V - - HORZ(TL):0.035 V - - Creep Factor: 2.0 Max TC CSI:0.719 Max BC CSI:0.761 Max W eb CSI:0.344 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F6 Ply: 1 Qty:3 SEQN:17515 SY42 FROM: Page 1 of 2 Cust: R 761 JRef:1WTP7610004 T296 DrwNo:080.20.1106.46360 JB /DF 03/20/2020 T3 T6 B3 B6 B7 W8 W10 3"8 3"8 4'0"8 7'8"8'15'7"4 10'1"8 9'0"12 16'1"8 1"8 3'9"2 1'4"67"6 6'8"2 12'12' 2'6"(TYP) 10"10 1'5"2'5"6'3"1'4"8 13'2"12 35'3"12 4'9"2 4'9"2 5'3" 5"14 5'4"8 1"8 7'0"8 1'8"9'0"8 2' 11'8"8 2'8" 19'8"8 8' 21'8"8 2' 35'3"12 13'7"4 7"4 1'4"1'11"4 1"8 + 12'7"4 12' A B C D E F G H I J K L MN O P Q R S T U V XYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQAR ASAT AU AVAWAX 1.5X4 1.5X4 4X4 1.5X6 4X4 5X5 4X4 SS0508 4X4 1.5X61.5X6 1.5X4(**) 2X5 10X10(++) 4X4 4X4 1.5X6 4X4W=3X4 4X4W=3X4 5X8 2X5 5X5 4X4 4X4 W=3X44X4 W=3X4 1.5X6 5X5 W=3X55X5 1.5X6 1.5X6 6X6 5X5 W=3X45X5 4X4W=3X4 4X4 4X4 4X4 4X4 5X5 5X5 6X6 6X6 2X5 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 AJ- I 0 -817 I -AI 449 0 AG- N 34 -1019 N -AF 0 -451 O -AE 777 0 Z - U 801 0 U - Y 0 -1219 Y - V 1220 0 V - X 0 -1062 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F6 Ply: 1 Qty:3 SEQN:17515 SY42 FROM: Page 2 of 2 Cust: R 761 JRef:1WTP7610004 T296 DrwNo:080.20.1106.46360 JB /DF 03/20/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 AJ- I 0 -817 I -AI 449 0 AG- N 34 -1019 N -AF 0 -451 O -AE 777 0 Z - U 801 0 U - Y 0 -1219 Y - V 1220 0 V - X 0 -1062 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F6 Ply: 1 Qty:3 SEQN:17515 SY42 FROM: Page 2 of 2 Cust: R 761 JRef:1WTP7610004 T296 DrwNo:080.20.1106.46360 JB /DF 03/20/2020 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; T2,T5 4x2 SP #2; Bot chord: 4x2 SP 2250f-1.9E; B5 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AM 1610 /-/-/-/-/- AD 2040 /-/-/-/-/- V 1040 /-/-/-/-/- AM Brg Width = 4.0 Min Req =1.5 AD Brg Width = 4.0 Min Req =1.6 V Brg Width = 7.3 Min Req =1.5 Bearings AM, AD, & V Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 611 0 C - D 393 -583 D - E 393 -583 E - F 381 -605 F - G 0 -1004 G - H 0 -1025 H - I 0 -653 I - J 543 -342 J - K 543 -342 Chords Tens.Comp. K - L 543 -342 L - M 1071 -745 M - N 1051 -778 N - O 1051 -778 O - P 317 -1956 P - Q 0 -2320 Q - R 0 -2260 R - S 0 -1711 S - T 0 -655 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AN-AM 0 -1012 AM-AL 0 -1012 AL-AK 605 -381 AK-AJ 623 -368 AJ-AI 1177 0 AI-AH 1177 0 AH-AG 877 0 AG-AF 561 0 AF-AE 561 0 Chords Tens.Comp. AE-AD 765 -1030 AD-AC 745 -1071 AC-AB 1434 -674 AB-AA 1434 -674 AA- Z 2253 -93 Z - Y 2401 0 Y - X 2093 0 X - W 1307 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AN 0 -651 AN- C 653 0 C -AM 0 -1760 C -AL 1652 0 AL- E 0 -671 AK- F 0 -619 F -AJ 925 0 AJ- G 0 -481 H -AG 7 -589 Webs Tens.Comp. AE- L 718 -707 L -AD 0 -1157 M -AC 1028 0 AC- O 0 -1919 O -AA 1087 0 AA- P 0 -657 R - X 0 -642 X - S 679 0 S - W 0 -1096 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.282 O 656 480 VERT(CL):0.424 O 436 360 HORZ(LL):-0.034 T - - HORZ(TL):0.057 T - - Creep Factor: 2.0 Max TC CSI:0.963 Max BC CSI:0.841 Max W eb CSI:0.466 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F7 Ply: 1 Qty:2 SEQN:13753 /SY42 FROM: Page 1 of 2 Cust: R 761 JRef:1WTP7610004 T383 DrwNo:079.20.1313.30288 AK /DF 03/19/2020 T2 T5 B53"8 3"8 5'2"8 14'6"15'7"4 6'1"8 16'13'2"4 1"8 11'7"11'7"4 12' 4'11"4 1'5"12 8'9"1'6"8 13'2"12 35'3"12 5'3"12 5'3"12 7'0"8 1'8"12 9'0"8 2' 19'8"8 10'8" 21'8"8 2' 35'3"12 13'7"4 1'11"4 1"8 + + 12' A B C D E F G H I JK L M N O P Q R S T VWXYZAAABACADAEAFAGAHAIAJAKALAMANAOAP 1.5X4 1.5X4 4X4 1.5X6 4X4 4X4 5X5 6X10 2X5 W=3X5 6X6 1.5X6 1.5X6 5X5 5X5 4X4 W=3X44X4 4X4 5X5 5X5 W=3X4 1.5X6 5X5 W=3X4 5X5 2X5 2X6 6X6 W=3X8 6X6 W=3X46X6 4X4 4X4 4X4 4X4 4X4 5X5 5X5 6X6 6X6 2X5 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; T2,T5 4x2 SP #2; Bot chord: 4x2 SP 2250f-1.9E; B5 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AM 1610 /-/-/-/-/- AD 2040 /-/-/-/-/- V 1040 /-/-/-/-/- AM Brg Width = 4.0 Min Req =1.5 AD Brg Width = 4.0 Min Req =1.6 V Brg Width = 7.3 Min Req =1.5 Bearings AM, AD, & V Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 611 0 C - D 393 -583 D - E 393 -583 E - F 381 -605 F - G 0 -1004 G - H 0 -1025 H - I 0 -653 I - J 543 -342 J - K 543 -342 Chords Tens.Comp. K - L 543 -342 L - M 1071 -745 M - N 1051 -778 N - O 1051 -778 O - P 317 -1956 P - Q 0 -2320 Q - R 0 -2260 R - S 0 -1711 S - T 0 -655 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AN-AM 0 -1012 AM-AL 0 -1012 AL-AK 605 -381 AK-AJ 623 -368 AJ-AI 1177 0 AI-AH 1177 0 AH-AG 877 0 AG-AF 561 0 AF-AE 561 0 Chords Tens.Comp. AE-AD 765 -1030 AD-AC 745 -1071 AC-AB 1434 -674 AB-AA 1434 -674 AA- Z 2253 -93 Z - Y 2401 0 Y - X 2093 0 X - W 1307 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AN 0 -651 AN- C 653 0 C -AM 0 -1760 C -AL 1652 0 AL- E 0 -671 AK- F 0 -619 F -AJ 925 0 AJ- G 0 -481 H -AG 7 -589 Webs Tens.Comp. AE- L 718 -707 L -AD 0 -1157 M -AC 1028 0 AC- O 0 -1919 O -AA 1087 0 AA- P 0 -657 R - X 0 -642 X - S 679 0 S - W 0 -1096 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.282 O 656 480 VERT(CL):0.424 O 436 360 HORZ(LL):-0.034 T - - HORZ(TL):0.057 T - - Creep Factor: 2.0 Max TC CSI:0.963 Max BC CSI:0.841 Max W eb CSI:0.466 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F7 Ply: 1 Qty:2 SEQN:13753 /SY42 FROM: Page 1 of 2 Cust: R 761 JRef:1WTP7610004 T383 DrwNo:079.20.1313.30288 AK /DF 03/19/2020 T2 T5 B53"8 3"8 5'2"8 14'6"15'7"4 6'1"8 16'13'2"4 1"8 11'7"11'7"4 12' 4'11"4 1'5"12 8'9"1'6"8 13'2"12 35'3"12 5'3"12 5'3"12 7'0"8 1'8"12 9'0"8 2' 19'8"8 10'8" 21'8"8 2' 35'3"12 13'7"4 1'11"4 1"8 + + 12' A B C D E F G H I JK L M N O P Q R S T VWXYZAAABACADAEAFAGAHAIAJAKALAMANAOAP 1.5X4 1.5X4 4X4 1.5X6 4X4 4X4 5X5 6X10 2X5 W=3X5 6X6 1.5X6 1.5X6 5X5 5X5 4X4 W=3X44X4 4X4 5X5 5X5 W=3X4 1.5X6 5X5 W=3X4 5X5 2X5 2X6 6X6 W=3X8 6X6 W=3X46X6 4X4 4X4 4X4 4X4 4X4 5X5 5X5 6X6 6X6 2X5 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 AG- I 672 0 I -AE 0 -1058 J -AE 399 0 W -T 1099 0 T - V 0 -975 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F7 Ply: 1 Qty:2 SEQN:13753 /SY42 FROM: Page 2 of 2 Cust: R 761 JRef:1WTP7610004 T383 DrwNo:079.20.1313.30288 AK /DF 03/19/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 AG- I 672 0 I -AE 0 -1058 J -AE 399 0 W -T 1099 0 T - V 0 -975 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F7 Ply: 1 Qty:2 SEQN:13753 /SY42 FROM: Page 2 of 2 Cust: R 761 JRef:1WTP7610004 T383 DrwNo:079.20.1313.30288 AK /DF 03/19/2020 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; T2,T6 4x2 SP #2; Bot chord: 4x2 SP 2250f-1.9E; B3,B5 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AH 1674 /-/-/-/-/- Y 1529 /-/-/-/-/- R 667 /-/-/-/-/- AH Brg Width = 4.0 Min Req =1.5 Y Brg Width = 4.0 Min Req =1.5 R Brg Width = 3.5 Min Req =1.5 Bearing R is a rigid surface. Bearings AH & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 613 0 C - D 356 -665 D - E 356 -665 E - F 342 -690 F - G 322 -715 G - H 0 -1270 H - I 0 -1257 I - J 0 -1257 Chords Tens.Comp. J - K 0 -1257 K - L 0 -905 L - M 201 -574 M - N 640 -632 N - O 631 -637 O - P 631 -637 P - Q 92 -938 Q - R 6 -428 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AI-AH 0 -1012 AH-AG 0 -1012 AG-AF 690 -342 AF-AE 979 -122 AE-AD 1390 0 AD-AC 1390 0 AC-AB 1180 0 Chords Tens.Comp. AB-AA 1180 0 AA- Z 649 0 Z - Y 646 -603 Y - X 632 -640 X - W 946 -258 W -V 946 -258 V - U 837 -9 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AI 0 -655 AI- C 650 0 C -AH 0 -1817 C -AG 1775 0 AG- E 0 -783 F -AF 862 0 AF- G 0 -1425 G -AE 725 0 Webs Tens.Comp. K -AA 0 -604 AA- L 675 0 L - Z 0 -932 Z - M 686 -217 M - Y 0 -995 X - P 0 -809 Q - U 5 -686 U - R 691 -9 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.206 G 836 480 VERT(CL):0.335 G 513 360 HORZ(LL):-0.032 R - - HORZ(TL):0.052 R - - Creep Factor: 2.0 Max TC CSI:0.633 Max BC CSI:0.785 Max W eb CSI:0.501 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F8 Ply: 1 Qty:3 SEQN:13733 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T377 DrwNo:079.20.1313.27152 AK /DF 03/19/2020 T2 T6 B3 B5 3"8 5'2"8 14'6"9' 6'1"8 7'2"8 8'9"8 6'7" 1"8 14'9'3"5'4" 4'11"4 1'5"12 10'5"6'5"4" 28'8"8 5'3"12 5'3"12 7'0"8 1'8"12 9'0"8 2' 19'8"8 10'8" 21'8"8 2' 28'8"8 7'1'11"41'8"43" 1"8 + 12' 13'8"4ABCDEFGHIJKLMNOPQRS TUVWXYZAAABACADAEAFAGAHAIAJAK 1.5X4 1.5X4 4X4 1.5X6 4X4 4X4 5X5 6X10 3X5 W=3X5 6X6 1.5X6 2X5 6X6 5X5 5X5 4X4 W=3X4 W=3X4 4X4 W=3X4 W=3X4 4X4 5X5 5X5 5X5 5X5 1.5X6 1.5X6 4X4 W=3X5 4X4 W=3X4 4X4 4X4 5X5 5X5 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; T2,T6 4x2 SP #2; Bot chord: 4x2 SP 2250f-1.9E; B3,B5 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AH 1674 /-/-/-/-/- Y 1529 /-/-/-/-/- R 667 /-/-/-/-/- AH Brg Width = 4.0 Min Req =1.5 Y Brg Width = 4.0 Min Req =1.5 R Brg Width = 3.5 Min Req =1.5 Bearing R is a rigid surface. Bearings AH & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 613 0 C - D 356 -665 D - E 356 -665 E - F 342 -690 F - G 322 -715 G - H 0 -1270 H - I 0 -1257 I - J 0 -1257 Chords Tens.Comp. J - K 0 -1257 K - L 0 -905 L - M 201 -574 M - N 640 -632 N - O 631 -637 O - P 631 -637 P - Q 92 -938 Q - R 6 -428 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AI-AH 0 -1012 AH-AG 0 -1012 AG-AF 690 -342 AF-AE 979 -122 AE-AD 1390 0 AD-AC 1390 0 AC-AB 1180 0 Chords Tens.Comp. AB-AA 1180 0 AA- Z 649 0 Z - Y 646 -603 Y - X 632 -640 X - W 946 -258 W -V 946 -258 V - U 837 -9 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AI 0 -655 AI- C 650 0 C -AH 0 -1817 C -AG 1775 0 AG- E 0 -783 F -AF 862 0 AF- G 0 -1425 G -AE 725 0 Webs Tens.Comp. K -AA 0 -604 AA- L 675 0 L - Z 0 -932 Z - M 686 -217 M - Y 0 -995 X - P 0 -809 Q - U 5 -686 U - R 691 -9 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.206 G 836 480 VERT(CL):0.335 G 513 360 HORZ(LL):-0.032 R - - HORZ(TL):0.052 R - - Creep Factor: 2.0 Max TC CSI:0.633 Max BC CSI:0.785 Max W eb CSI:0.501 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F8 Ply: 1 Qty:3 SEQN:13733 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T377 DrwNo:079.20.1313.27152 AK /DF 03/19/2020 T2 T6 B3 B5 3"8 5'2"8 14'6"9' 6'1"8 7'2"8 8'9"8 6'7" 1"8 14'9'3"5'4" 4'11"4 1'5"12 10'5"6'5"4" 28'8"8 5'3"12 5'3"12 7'0"8 1'8"12 9'0"8 2' 19'8"8 10'8" 21'8"8 2' 28'8"8 7'1'11"41'8"43" 1"8 + 12' 13'8"4ABCDEFGHIJKLMNOPQRS TUVWXYZAAABACADAEAFAGAHAIAJAK 1.5X4 1.5X4 4X4 1.5X6 4X4 4X4 5X5 6X10 3X5 W=3X5 6X6 1.5X6 2X5 6X6 5X5 5X5 4X4 W=3X4 W=3X4 4X4 W=3X4 W=3X4 4X4 5X5 5X5 5X5 5X5 1.5X6 1.5X6 4X4 W=3X5 4X4 W=3X4 4X4 4X4 5X5 5X5 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Hangers / Ties (J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1641 /-/-/-/-/- J 755 /-/-/-/-/- P Brg Width = 6.0 Min Req =1.5 J Brg Width = -Min Req =- Bearing P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 588 0 C - D 1068 0 D - E 518 -538 E - F 510 -548 Chords Tens.Comp. F - G 21 -1144 G - H 0 -997 H - I 0 -419 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 0 -1030 P - O 517 -532 O - N 538 -518 Chords Tens.Comp. N - M 937 -235 M - L 1174 0 L - K 829 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 0 -651 Q - C 716 0 C - P 0 -669 P - D 0 -1695 D - O 722 0 Webs Tens.Comp. N - F 0 -1071 F - M 531 0 H - K 0 -705 K - I 725 0 I - J 0 -725 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.216 N 669 480 VERT(CL):0.354 N 408 360 HORZ(LL):-0.045 I - - HORZ(TL):0.074 I - - Creep Factor: 2.0 Max TC CSI:0.995 Max BC CSI:0.711 Max W eb CSI:0.264 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F9 Ply: 1 Qty:2 SEQN:13850 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T389 DrwNo:079.20.1313.42972 AK /DF 03/19/2020 3"8 3"8 5'2"8 12'7"4 2'4"12 2'6" (TYP) 1'3"4 10"12 17'9"12 5'5"8 5'5"8 7'0"8 1'7"9'0"8 2' 17'9"12 8'9"4 1"8 + 12' A B C D E F G H I JKLMNOPQRS 1X4 1X4 3X4 2X5 4X4 3X3 5X5 4X6 6X8 4X4 1.5X6 1.5X4 5X5 3X3 5X5 3X3 4X4 3X3 5X5 3X6 2X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Hangers / Ties (J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1641 /-/-/-/-/- J 755 /-/-/-/-/- P Brg Width = 6.0 Min Req =1.5 J Brg Width = -Min Req =- Bearing P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 588 0 C - D 1068 0 D - E 518 -538 E - F 510 -548 Chords Tens.Comp. F - G 21 -1144 G - H 0 -997 H - I 0 -419 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 0 -1030 P - O 517 -532 O - N 538 -518 Chords Tens.Comp. N - M 937 -235 M - L 1174 0 L - K 829 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 0 -651 Q - C 716 0 C - P 0 -669 P - D 0 -1695 D - O 722 0 Webs Tens.Comp. N - F 0 -1071 F - M 531 0 H - K 0 -705 K - I 725 0 I - J 0 -725 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.216 N 669 480 VERT(CL):0.354 N 408 360 HORZ(LL):-0.045 I - - HORZ(TL):0.074 I - - Creep Factor: 2.0 Max TC CSI:0.995 Max BC CSI:0.711 Max W eb CSI:0.264 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F9 Ply: 1 Qty:2 SEQN:13850 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T389 DrwNo:079.20.1313.42972 AK /DF 03/19/2020 3"8 3"8 5'2"8 12'7"4 2'4"12 2'6" (TYP) 1'3"4 10"12 17'9"12 5'5"8 5'5"8 7'0"8 1'7"9'0"8 2' 17'9"12 8'9"4 1"8 + 12' A B C D E F G H I JKLMNOPQRS 1X4 1X4 3X4 2X5 4X4 3X3 5X5 4X6 6X8 4X4 1.5X6 1.5X4 5X5 3X3 5X5 3X3 4X4 3X3 5X5 3X6 2X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2700f-2.2E; Bot chord: 4x2 SP 2700f-2.2E; B2 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.18". See detail DEFLCAMB1014 for camber recommendations. Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 974 /-/-/-/-/- I 974 /-/-/-/-/- P Brg Width = -Min Req =- I Brg Width = 4.0 Min Req =1.5 Bearing I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -924 B - C 0 -953 C - D 0 -965 D - E 0 -1897 Chords Tens.Comp. E - F 0 -1869 F - G 0 -1479 G - H 0 -568 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 953 0 N - M 1609 0 M - L 1985 0 Chords Tens.Comp. L - K 1779 0 K - J 1143 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 0 -1479 A - O 1961 0 O - B 0 -816 N - D 0 -1125 D - M 500 0 Webs Tens.Comp. F - K 0 -517 K - G 577 0 G - J 0 -990 J - H 982 0 H - I 0 -935 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.274 N 633 480 VERT(CL):0.445 N 390 360 HORZ(LL):-0.039 H - - HORZ(TL):0.064 H - - Creep Factor: 2.0 Max TC CSI:0.744 Max BC CSI:0.766 Max W eb CSI:0.553 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F9A Ply: 1 Qty:2 SEQN:14062 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T11 DrwNo:079.20.1313.30959 AK /DF 03/19/2020 B2 14'11"12 11"4 1'2"2'6" (TYP) 1'3"12 1'3"12 3'3"12 2' 3'5"4 1"8 14'11"12 11'6"8 1"8 + 12' A B C D E F G H IJKLMNOP 6X6 2X5 7X8 3X3 2X4 5X5 3X3 5X5 3X3 4X4 3X3 5X5 3X3 6X6 4X5 2X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2700f-2.2E; Bot chord: 4x2 SP 2700f-2.2E; B2 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.18". See detail DEFLCAMB1014 for camber recommendations. Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 974 /-/-/-/-/- I 974 /-/-/-/-/- P Brg Width = -Min Req =- I Brg Width = 4.0 Min Req =1.5 Bearing I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -924 B - C 0 -953 C - D 0 -965 D - E 0 -1897 Chords Tens.Comp. E - F 0 -1869 F - G 0 -1479 G - H 0 -568 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 953 0 N - M 1609 0 M - L 1985 0 Chords Tens.Comp. L - K 1779 0 K - J 1143 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 0 -1479 A - O 1961 0 O - B 0 -816 N - D 0 -1125 D - M 500 0 Webs Tens.Comp. F - K 0 -517 K - G 577 0 G - J 0 -990 J - H 982 0 H - I 0 -935 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.274 N 633 480 VERT(CL):0.445 N 390 360 HORZ(LL):-0.039 H - - HORZ(TL):0.064 H - - Creep Factor: 2.0 Max TC CSI:0.744 Max BC CSI:0.766 Max W eb CSI:0.553 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F9A Ply: 1 Qty:2 SEQN:14062 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T11 DrwNo:079.20.1313.30959 AK /DF 03/19/2020 B2 14'11"12 11"4 1'2"2'6" (TYP) 1'3"12 1'3"12 3'3"12 2' 3'5"4 1"8 14'11"12 11'6"8 1"8 + 12' A B C D E F G H IJKLMNOP 6X6 2X5 7X8 3X3 2X4 5X5 3X3 5X5 3X3 4X4 3X3 5X5 3X3 6X6 4X5 2X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 17.69 BC: From 10 plf at 0.00 to 10 plf at 17.69 TC: 760 lb Conc. Load at 1.46 Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T*343 /-/-/-/-/- W*493 /-/-/-/-/- K /-634 T Brg Width = 68.5 Min Req =- W Brg Width = 26.8 Min Req =- Bearings T & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -481 D - E 0 -1116 E - F 0 -1129 F - G 0 -1132 Chords Tens.Comp. G - H 0 -1066 H - I 0 -487 I - J 531 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 392 0 R - Q 755 0 Q - P 755 0 Chords Tens.Comp. P - O 1129 0 O - N 1207 0 N - M 877 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 0 -910 S - C 0 -486 R - D 0 -500 D - P 651 0 P - E 0 -389 Webs Tens.Comp. H - M 0 -685 M - I 687 0 I - L 0 -1107 L - J 0 -932 J - K 636 0 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.101 O 999 480 VERT(CL):0.175 O 725 360 HORZ(LL):-0.011 I - - HORZ(TL):0.019 I - - Creep Factor: 2.0 Max TC CSI:0.596 Max BC CSI:0.900 Max W eb CSI:0.194 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F9B Ply: 1 Qty:1 SEQN:13856 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T391 DrwNo:079.20.1313.38603 AK /DF 03/19/2020 3"8 3"8 17'9"12 1'1"12 1'3"12 2'6" (TYP) 1'1"10"12 1'7" 1'7" 5'8"8 4'1"8 7'0"8 1'4"9'0"8 2' 17'9"12 8'9"4 1'11"4+ 12' A B C D E F G H I J K L MNOPQ RS T W 1X4 1X4 3X3 1X4 4X4 3X8 3X3 3X3 4X6 2X4 4X4 1.5X4 1.5X4 3X3 3X3 3X3 3X3 4X4 4X4 3X3 4X4 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 17.69 BC: From 10 plf at 0.00 to 10 plf at 17.69 TC: 760 lb Conc. Load at 1.46 Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T*343 /-/-/-/-/- W*493 /-/-/-/-/- K /-634 T Brg Width = 68.5 Min Req =- W Brg Width = 26.8 Min Req =- Bearings T & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -481 D - E 0 -1116 E - F 0 -1129 F - G 0 -1132 Chords Tens.Comp. G - H 0 -1066 H - I 0 -487 I - J 531 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 392 0 R - Q 755 0 Q - P 755 0 Chords Tens.Comp. P - O 1129 0 O - N 1207 0 N - M 877 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 0 -910 S - C 0 -486 R - D 0 -500 D - P 651 0 P - E 0 -389 Webs Tens.Comp. H - M 0 -685 M - I 687 0 I - L 0 -1107 L - J 0 -932 J - K 636 0 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.101 O 999 480 VERT(CL):0.175 O 725 360 HORZ(LL):-0.011 I - - HORZ(TL):0.019 I - - Creep Factor: 2.0 Max TC CSI:0.596 Max BC CSI:0.900 Max W eb CSI:0.194 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F9B Ply: 1 Qty:1 SEQN:13856 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T391 DrwNo:079.20.1313.38603 AK /DF 03/19/2020 3"8 3"8 17'9"12 1'1"12 1'3"12 2'6" (TYP) 1'1"10"12 1'7" 1'7" 5'8"8 4'1"8 7'0"8 1'4"9'0"8 2' 17'9"12 8'9"4 1'11"4+ 12' A B C D E F G H I J K L MNOPQ RS T W 1X4 1X4 3X3 1X4 4X4 3X8 3X3 3X3 4X6 2X4 4X4 1.5X4 1.5X4 3X3 3X3 3X3 3X3 4X4 4X4 3X3 4X4 3X3 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 60 plf at 0.13 to 60 plf at 5.54 BC: From 10 plf at 0.00 to 10 plf at 5.54 TC: 1728 lb Conc. Load at 0.56 TC: 974 lb Conc. Load at 1.98, 4.56 TC: 755 lb Conc. Load at 2.27 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Right cantilever is exposed to wind Additional Notes See DWG CNSY42PL0118 for connection details of 2 ply trusses. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 2740 /-/-/-/588 /- H 2070 /-/-/-/444 /- Wind reactions based on MWFRS K Brg Width = 4.0 Min Req =1.5 H Brg Width = 4.0 Min Req =1.5 Bearings K & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 240 -1118 A - J 1055 -226 L - K 250 -1165 Webs Tens.Comp. B - J 214 -984 D - H 227 -1032 H - E 616 -132 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.077 I 671 480 VERT(CL):0.143 I 362 360 HORZ(LL):0.051 A - - HORZ(TL):0.094 A - - Creep Factor: 2.0 Max TC CSI:0.686 Max BC CSI:0.552 Max W eb CSI:0.439 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F10 Ply: 2 Qty:1 SEQN:14083 SY42 FROM: Cust: R 761 JRef:1WTP7610004 T327 DrwNo:080.20.1106.50040 JB /DF 03/20/2020 2 Complete Trusses Required 3"8 3"8 4'8"1' 4"1'2"4 9"8 5'8" 8"8 8"8 2'6"4 1'9"12 4'4"8 1'10"4 5'8" 1'3"8 1'11"41"8 12' A B C D E GHIJK L 6X63X3(**) 2X5 2X5 7X6 4X7 6X6 2X5 5X5 5X5 1.5X6 1X4 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 60 plf at 0.13 to 60 plf at 5.54 BC: From 10 plf at 0.00 to 10 plf at 5.54 TC: 1728 lb Conc. Load at 0.56 TC: 974 lb Conc. Load at 1.98, 4.56 TC: 755 lb Conc. Load at 2.27 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Right cantilever is exposed to wind Additional Notes See DWG CNSY42PL0118 for connection details of 2 ply trusses. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 2740 /-/-/-/588 /- H 2070 /-/-/-/444 /- Wind reactions based on MWFRS K Brg Width = 4.0 Min Req =1.5 H Brg Width = 4.0 Min Req =1.5 Bearings K & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 240 -1118 A - J 1055 -226 L - K 250 -1165 Webs Tens.Comp. B - J 214 -984 D - H 227 -1032 H - E 616 -132 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.077 I 671 480 VERT(CL):0.143 I 362 360 HORZ(LL):0.051 A - - HORZ(TL):0.094 A - - Creep Factor: 2.0 Max TC CSI:0.686 Max BC CSI:0.552 Max W eb CSI:0.439 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F10 Ply: 2 Qty:1 SEQN:14083 SY42 FROM: Cust: R 761 JRef:1WTP7610004 T327 DrwNo:080.20.1106.50040 JB /DF 03/20/2020 2 Complete Trusses Required 3"8 3"8 4'8"1' 4"1'2"4 9"8 5'8" 8"8 8"8 2'6"4 1'9"12 4'4"8 1'10"4 5'8" 1'3"8 1'11"41"8 12' A B C D E GHIJK L 6X63X3(**) 2X5 2X5 7X6 4X7 6X6 2X5 5X5 5X5 1.5X6 1X4 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2700f-2.2E; Bot chord: 4x2 SP 2700f-2.2E; B2 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.24" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 974 /-/-/-/-/- J 974 /-/-/-/-/- S Brg Width = -Min Req =- J Brg Width = 4.0 Min Req =1.5 Bearing J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -899 B - C 0 -925 C - D 0 -1733 D - E 0 -1733 Chords Tens.Comp. E - F 0 -1910 F - G 0 -1910 G - H 0 -1472 H - I 0 -570 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 925 0 Q - P 953 0 P - O 1910 0 O - N 1910 0 Chords Tens.Comp. N - M 1910 0 M - L 1773 0 L - K 1145 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 0 -1473 A - R 1909 0 R - B 0 -734 Q - C 0 -780 C - P 1265 0 P - E 0 -487 Webs Tens.Comp. M - G 419 0 G - L 0 -517 L - H 563 0 H - K 0 -989 K - I 985 0 I - J 0 -935 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.249 C 698 480 VERT(CL):0.403 C 431 360 HORZ(LL):-0.037 I - - HORZ(TL):0.060 I - - Creep Factor: 2.0 Max TC CSI:0.633 Max BC CSI:0.757 Max W eb CSI:0.539 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F11 Ply: 1 Qty:1 SEQN:14066 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T322 DrwNo:079.20.1313.29118 AK /DF 03/19/2020 B2 14'11"12 11"4 1'3"13 1'3"13 1'3"6 2'6"2'6" 1'3"12 1'3"12 3'3"12 2' 6'3"14 3'0"2 8'3"14 2' 14'11"12 6'7"14 1"8 + 12' A B C D E F G H I JKLMNOPQRS 6X6 2X5 7X8 3X3 1.5X6 4X5 1X4 6X8 3X3 1.5X6 1X4 1.5X64X4(**) 3X3 5X5 3X3 6X6 4X5 2X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2700f-2.2E; Bot chord: 4x2 SP 2700f-2.2E; B2 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.24" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 974 /-/-/-/-/- J 974 /-/-/-/-/- S Brg Width = -Min Req =- J Brg Width = 4.0 Min Req =1.5 Bearing J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -899 B - C 0 -925 C - D 0 -1733 D - E 0 -1733 Chords Tens.Comp. E - F 0 -1910 F - G 0 -1910 G - H 0 -1472 H - I 0 -570 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 925 0 Q - P 953 0 P - O 1910 0 O - N 1910 0 Chords Tens.Comp. N - M 1910 0 M - L 1773 0 L - K 1145 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 0 -1473 A - R 1909 0 R - B 0 -734 Q - C 0 -780 C - P 1265 0 P - E 0 -487 Webs Tens.Comp. M - G 419 0 G - L 0 -517 L - H 563 0 H - K 0 -989 K - I 985 0 I - J 0 -935 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.249 C 698 480 VERT(CL):0.403 C 431 360 HORZ(LL):-0.037 I - - HORZ(TL):0.060 I - - Creep Factor: 2.0 Max TC CSI:0.633 Max BC CSI:0.757 Max W eb CSI:0.539 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F11 Ply: 1 Qty:1 SEQN:14066 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T322 DrwNo:079.20.1313.29118 AK /DF 03/19/2020 B2 14'11"12 11"4 1'3"13 1'3"13 1'3"6 2'6"2'6" 1'3"12 1'3"12 3'3"12 2' 6'3"14 3'0"2 8'3"14 2' 14'11"12 6'7"14 1"8 + 12' A B C D E F G H I JKLMNOPQRS 6X6 2X5 7X8 3X3 1.5X6 4X5 1X4 6X8 3X3 1.5X6 1X4 1.5X64X4(**) 3X3 5X5 3X3 6X6 4X5 2X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 975 /-/-/-/-/- J 975 /-/-/-/-/- Q Brg Width = 5.3 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings Q & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -571 B - C 0 -1457 C - D 0 -1912 D - E 0 -1919 Chords Tens.Comp. E - F 0 -1912 F - G 0 -1457 G - H 0 -571 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1135 0 O - N 1760 0 N - M 1919 0 Chords Tens.Comp. M - L 1760 0 L - K 1135 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 0 -911 A - P 1007 0 P - B 0 -992 B - O 568 0 O - C 0 -532 C - N 463 0 Webs Tens.Comp. M - F 463 0 F - L 0 -532 L - G 568 0 G - K 0 -992 K - H 1007 0 H - J 0 -911 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.092 D 999 480 VERT(CL):0.184 D 962 360 HORZ(LL):0.020 B - - HORZ(TL):0.042 B - - Creep Factor: 2.0 Max TC CSI:0.735 Max BC CSI:0.721 Max W eb CSI:0.284 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F11A Ply: 1 Qty:7 SEQN:13763 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T374 DrwNo:079.20.1313.35982 AK /DF 03/19/2020 3"8 15'2"12 2'6" (TYP) 1'2"14 1'2"14 6'7"6 6'7"6 8'7"6 2' 15'2"12 6'7"6 1'11"4+ 12' A B C D E F G H JKLMNOPQ 1X44X4 2X4 4X4 3X3 3X3 3X3 3X3 1X4 1X4 3X3 3X3 3X3 3X3 4X4 4X4 2X4 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 975 /-/-/-/-/- J 975 /-/-/-/-/- Q Brg Width = 5.3 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings Q & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -571 B - C 0 -1457 C - D 0 -1912 D - E 0 -1919 Chords Tens.Comp. E - F 0 -1912 F - G 0 -1457 G - H 0 -571 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1135 0 O - N 1760 0 N - M 1919 0 Chords Tens.Comp. M - L 1760 0 L - K 1135 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 0 -911 A - P 1007 0 P - B 0 -992 B - O 568 0 O - C 0 -532 C - N 463 0 Webs Tens.Comp. M - F 463 0 F - L 0 -532 L - G 568 0 G - K 0 -992 K - H 1007 0 H - J 0 -911 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.092 D 999 480 VERT(CL):0.184 D 962 360 HORZ(LL):0.020 B - - HORZ(TL):0.042 B - - Creep Factor: 2.0 Max TC CSI:0.735 Max BC CSI:0.721 Max W eb CSI:0.284 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F11A Ply: 1 Qty:7 SEQN:13763 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T374 DrwNo:079.20.1313.35982 AK /DF 03/19/2020 3"8 15'2"12 2'6" (TYP) 1'2"14 1'2"14 6'7"6 6'7"6 8'7"6 2' 15'2"12 6'7"6 1'11"4+ 12' A B C D E F G H JKLMNOPQ 1X44X4 2X4 4X4 3X3 3X3 3X3 3X3 1X4 1X4 3X3 3X3 3X3 3X3 4X4 4X4 2X4 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 964 /-/-/-/-/- J 964 /-/-/-/-/- Q Brg Width = 3.3 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings Q & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -564 B - C 0 -1435 C - D 0 -1868 D - E 0 -1875 Chords Tens.Comp. E - F 0 -1868 F - G 0 -1435 G - H 0 -564 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1120 0 O - N 1730 0 N - M 1875 0 Chords Tens.Comp. M - L 1730 0 L - K 1120 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 0 -901 A - P 994 0 P - B 0 -979 B - O 555 0 O - C 0 -520 C - N 454 0 Webs Tens.Comp. M - F 454 0 F - L 0 -520 L - G 555 0 G - K 0 -979 K - H 994 0 H - J 0 -901 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.089 D 999 480 VERT(CL):0.177 D 987 360 HORZ(LL):0.019 B - - HORZ(TL):0.041 B - - Creep Factor: 2.0 Max TC CSI:0.727 Max BC CSI:0.705 Max W eb CSI:0.281 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F12 Ply: 1 Qty:2 SEQN:13766 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T388 DrwNo:079.20.1313.28728 AK /DF 03/19/2020 3"8 15'0"12 2'6" (TYP) 1'1"14 1'1"14 6'6"6 6'6"6 8'6"6 2' 15'0"12 6'6"6 1'11"4+ 12' A B C D E F G H JKLMNOPQ 1X44X4 2X4 4X4 3X3 3X3 3X3 3X3 1X4 1X4 3X3 3X3 3X3 3X3 4X4 4X4 2X4 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 964 /-/-/-/-/- J 964 /-/-/-/-/- Q Brg Width = 3.3 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings Q & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -564 B - C 0 -1435 C - D 0 -1868 D - E 0 -1875 Chords Tens.Comp. E - F 0 -1868 F - G 0 -1435 G - H 0 -564 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1120 0 O - N 1730 0 N - M 1875 0 Chords Tens.Comp. M - L 1730 0 L - K 1120 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 0 -901 A - P 994 0 P - B 0 -979 B - O 555 0 O - C 0 -520 C - N 454 0 Webs Tens.Comp. M - F 454 0 F - L 0 -520 L - G 555 0 G - K 0 -979 K - H 994 0 H - J 0 -901 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.089 D 999 480 VERT(CL):0.177 D 987 360 HORZ(LL):0.019 B - - HORZ(TL):0.041 B - - Creep Factor: 2.0 Max TC CSI:0.727 Max BC CSI:0.705 Max W eb CSI:0.281 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F12 Ply: 1 Qty:2 SEQN:13766 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T388 DrwNo:079.20.1313.28728 AK /DF 03/19/2020 3"8 15'0"12 2'6" (TYP) 1'1"14 1'1"14 6'6"6 6'6"6 8'6"6 2' 15'0"12 6'6"6 1'11"4+ 12' A B C D E F G H JKLMNOPQ 1X44X4 2X4 4X4 3X3 3X3 3X3 3X3 1X4 1X4 3X3 3X3 3X3 3X3 4X4 4X4 2X4 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Additional Notes Refer to General Notes for additional information See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AO 38 /-/-/-/-/- AN*133 /-/-/-/-/- BC 556 /-/-/-/-/- BD 997 /-/-/-/-/- V 353 /-/-/-/-/- AO Brg Width = 8.0 Min Req =1.5 AN Brg Width = 60.0 Min Req =- BC Brg Width = 12.0 Min Req =1.5 BD Brg Width = 12.0 Min Req =1.5 V Brg Width = 8.7 Min Req =1.5 Bearings AO, AN, BC, BD, & W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. G - I 0 -375 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E -AJ 0 -513 E -AI 417 0 I -AD 0 -388 Webs Tens.Comp. AD- L 442 0 L -AC 0 -538 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 K 999 480 VERT(CL):0.034 K 999 360 HORZ(LL):0.001 E - - HORZ(TL):0.002 E - - Creep Factor: 2.0 Max TC CSI:0.362 Max BC CSI:0.245 Max W eb CSI:0.317 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F14 Ply: 1 Qty:1 SEQN:13863 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T364 DrwNo:079.20.1313.32551 AK /DF 03/19/2020 3"8 8"5'6"7'8"6'2"12 6"14 1'4" (TYP) 3" 1'7"4 1'2"4 2'9"2'4"2 0"14 0"10 2'5"6 2'6"12 1'0"8 2'6" (TYP) 3" 20'0"12 7"10 7"10 3'2" 2'6"6 6'2" 3' 13'10" 7'8" 20'0"12 6'2"12 1'11"412' A B C E G I J L N Q T VXAA AC ADAFAHAI AJAKALAMANAOBC BD 1X43X3 2X4 1X4 3X4 3X6 2X4 3X4 3X6 2X4 3X8(++)W=3X4 5X5 5X5 3X31X4 W=3X4 3X31X4 3X4 6X6 3X31.5X6(++) 3X3 1.5X6(++)3X3 1.5X6(++)3X3 1.5X6(++) 3X3 2X4 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Additional Notes Refer to General Notes for additional information See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AO 38 /-/-/-/-/- AN*133 /-/-/-/-/- BC 556 /-/-/-/-/- BD 997 /-/-/-/-/- V 353 /-/-/-/-/- AO Brg Width = 8.0 Min Req =1.5 AN Brg Width = 60.0 Min Req =- BC Brg Width = 12.0 Min Req =1.5 BD Brg Width = 12.0 Min Req =1.5 V Brg Width = 8.7 Min Req =1.5 Bearings AO, AN, BC, BD, & W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. G - I 0 -375 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E -AJ 0 -513 E -AI 417 0 I -AD 0 -388 Webs Tens.Comp. AD- L 442 0 L -AC 0 -538 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 K 999 480 VERT(CL):0.034 K 999 360 HORZ(LL):0.001 E - - HORZ(TL):0.002 E - - Creep Factor: 2.0 Max TC CSI:0.362 Max BC CSI:0.245 Max W eb CSI:0.317 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F14 Ply: 1 Qty:1 SEQN:13863 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T364 DrwNo:079.20.1313.32551 AK /DF 03/19/2020 3"8 8"5'6"7'8"6'2"12 6"14 1'4" (TYP) 3" 1'7"4 1'2"4 2'9"2'4"2 0"14 0"10 2'5"6 2'6"12 1'0"8 2'6" (TYP) 3" 20'0"12 7"10 7"10 3'2" 2'6"6 6'2" 3' 13'10" 7'8" 20'0"12 6'2"12 1'11"412' A B C E G I J L N Q T VXAA AC ADAFAHAI AJAKALAMANAOBC BD 1X43X3 2X4 1X4 3X4 3X6 2X4 3X4 3X6 2X4 3X8(++)W=3X4 5X5 5X5 3X31X4 W=3X4 3X31X4 3X4 6X6 3X31.5X6(++) 3X3 1.5X6(++)3X3 1.5X6(++)3X3 1.5X6(++) 3X3 2X4 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Hangers / Ties (J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1338 /-/-/-/-/- L 1338 /-/-/-/-/- W Brg Width = -Min Req =- L Brg Width = 4.0 Min Req =1.5 Bearing L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -830 B - C 0 -2256 C - D 0 -3181 D - E 0 -3704 E - F 0 -3712 Chords Tens.Comp. F - G 0 -3704 G - H 0 -3704 H - I 0 -3181 I - J 0 -2256 J - K 0 -830 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 1663 0 U - T 2826 0 T - S 3518 0 S - R 3518 0 R - Q 3712 0 Chords Tens.Comp. Q - P 3518 0 P - O 3518 0 O - N 2826 0 N - M 1663 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - W 0 -1319 A - V 1432 0 V - B 0 -1433 B - U 1021 0 U - C 0 -980 C - T 611 0 T - D 0 -580 D - R 587 -51 Webs Tens.Comp. Q - H 587 -51 H - O 0 -580 O - I 611 0 I - N 0 -980 N - J 1021 0 J - M 0 -1433 M - K 1432 0 K - L 0 -1301 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.213 E 999 480 VERT(CL):0.340 E 708 360 HORZ(LL):0.036 B - - HORZ(TL):0.060 B - - Creep Factor: 2.0 Max TC CSI:0.881 Max BC CSI:0.738 Max W eb CSI:0.404 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F15 Ply: 1 Qty:11 SEQN:13868 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T195 DrwNo:079.20.1313.30367 AK /DF 03/19/2020 20'7" 2'6" (TYP) 1'5"1'5" 9'3"8 9'3"8 11'3"8 2' 20'7" 9'3"8 1'11"41"8 + 12' A B C D E F G H I J K LMNOPQRSTUVW 5X6 2X5 6X6 4X4 6X6 3X4 5X5 3X3 W=3X45X5 1.5X4 1.5X4 5X5 W=3X4 W=3X4 3X3 5X5 3X4 6X6 4X4 6X6 5X6 2X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Hangers / Ties (J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1338 /-/-/-/-/- L 1338 /-/-/-/-/- W Brg Width = -Min Req =- L Brg Width = 4.0 Min Req =1.5 Bearing L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -830 B - C 0 -2256 C - D 0 -3181 D - E 0 -3704 E - F 0 -3712 Chords Tens.Comp. F - G 0 -3704 G - H 0 -3704 H - I 0 -3181 I - J 0 -2256 J - K 0 -830 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 1663 0 U - T 2826 0 T - S 3518 0 S - R 3518 0 R - Q 3712 0 Chords Tens.Comp. Q - P 3518 0 P - O 3518 0 O - N 2826 0 N - M 1663 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - W 0 -1319 A - V 1432 0 V - B 0 -1433 B - U 1021 0 U - C 0 -980 C - T 611 0 T - D 0 -580 D - R 587 -51 Webs Tens.Comp. Q - H 587 -51 H - O 0 -580 O - I 611 0 I - N 0 -980 N - J 1021 0 J - M 0 -1433 M - K 1432 0 K - L 0 -1301 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.213 E 999 480 VERT(CL):0.340 E 708 360 HORZ(LL):0.036 B - - HORZ(TL):0.060 B - - Creep Factor: 2.0 Max TC CSI:0.881 Max BC CSI:0.738 Max W eb CSI:0.404 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F15 Ply: 1 Qty:11 SEQN:13868 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T195 DrwNo:079.20.1313.30367 AK /DF 03/19/2020 20'7" 2'6" (TYP) 1'5"1'5" 9'3"8 9'3"8 11'3"8 2' 20'7" 9'3"8 1'11"41"8 + 12' A B C D E F G H I J K LMNOPQRSTUVW 5X6 2X5 6X6 4X4 6X6 3X4 5X5 3X3 W=3X45X5 1.5X4 1.5X4 5X5 W=3X4 W=3X4 3X3 5X5 3X4 6X6 4X4 6X6 5X6 2X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; B1 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB 1300 /-/-/-/-/- O 1391 /-/-/-/-/- AB Brg Width = 5.3 Min Req =1.5 O Brg Width = 4.0 Min Req =1.5 Bearings AB & O Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -462 B - C 0 -979 C - D 0 -2305 D - E 0 -3166 E - F 0 -3557 Chords Tens.Comp. F - G 0 -3557 G - H 0 -3510 H - I 0 -3175 I - J 0 -2279 J - K 0 -937 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 553 0 Z - Y 1743 0 Y - X 2841 0 X - W 3482 0 W -V 3482 0 V - U 3519 0 Chords Tens.Comp. U - T 3510 0 T - S 3498 0 S - R 3498 0 R - Q 2810 0 Q - P 1723 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AB 0 -1162 A -AA 1264 0 AA- B 0 -1279 B - Z 1197 0 Z - C 0 -1315 C - Y 967 0 Y - D 0 -922 D - X 559 0 X - E 0 -543 Webs Tens.Comp. G - U 54 -427 T - H 536 -36 H - R 0 -923 R - I 689 0 I - Q 0 -915 Q - J 960 0 J - P 0 -1353 P - K 1327 0 K - O 0 -1331 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.213 G 999 480 VERT(CL):0.338 G 701 360 HORZ(LL):0.034 B - - HORZ(TL):0.055 B - - Creep Factor: 2.0 Max TC CSI:0.484 Max BC CSI:0.559 Max W eb CSI:0.375 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F16 Ply: 1 Qty:5 SEQN:13892 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T358 DrwNo:079.20.1313.42597 AK /DF 03/19/2020 B1 3"8 3"8 20'1"4 10" 12'9"12 8'1"8 7"8 1'10"4 2'6" (TYP) 2'1"7"8 20'11"4 1' 1' 10'7"4 9'7"4 12'7"4 2' 19'11"4 7'4" 20'11"4 1'1'11"41"8 +12' A B C D E F G H I J K L NOPQRSTUVWXYZAA AB 1X45X5 2X5 7X6 5X5 7X6 4X4 6X6 3X3 5X5 3X3 W=3X44X4 W=3X43X3 1.5X6 1.5X6 3X3 W=H03105X5 4X4 6X6 4X4 6X6 5X6 5X5 3X3 1.5X6 1X4 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; B1 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB 1300 /-/-/-/-/- O 1391 /-/-/-/-/- AB Brg Width = 5.3 Min Req =1.5 O Brg Width = 4.0 Min Req =1.5 Bearings AB & O Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -462 B - C 0 -979 C - D 0 -2305 D - E 0 -3166 E - F 0 -3557 Chords Tens.Comp. F - G 0 -3557 G - H 0 -3510 H - I 0 -3175 I - J 0 -2279 J - K 0 -937 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 553 0 Z - Y 1743 0 Y - X 2841 0 X - W 3482 0 W -V 3482 0 V - U 3519 0 Chords Tens.Comp. U - T 3510 0 T - S 3498 0 S - R 3498 0 R - Q 2810 0 Q - P 1723 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AB 0 -1162 A -AA 1264 0 AA- B 0 -1279 B - Z 1197 0 Z - C 0 -1315 C - Y 967 0 Y - D 0 -922 D - X 559 0 X - E 0 -543 Webs Tens.Comp. G - U 54 -427 T - H 536 -36 H - R 0 -923 R - I 689 0 I - Q 0 -915 Q - J 960 0 J - P 0 -1353 P - K 1327 0 K - O 0 -1331 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.213 G 999 480 VERT(CL):0.338 G 701 360 HORZ(LL):0.034 B - - HORZ(TL):0.055 B - - Creep Factor: 2.0 Max TC CSI:0.484 Max BC CSI:0.559 Max W eb CSI:0.375 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F16 Ply: 1 Qty:5 SEQN:13892 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T358 DrwNo:079.20.1313.42597 AK /DF 03/19/2020 B1 3"8 3"8 20'1"4 10" 12'9"12 8'1"8 7"8 1'10"4 2'6" (TYP) 2'1"7"8 20'11"4 1' 1' 10'7"4 9'7"4 12'7"4 2' 19'11"4 7'4" 20'11"4 1'1'11"41"8 +12' A B C D E F G H I J K L NOPQRSTUVWXYZAA AB 1X45X5 2X5 7X6 5X5 7X6 4X4 6X6 3X3 5X5 3X3 W=3X44X4 W=3X43X3 1.5X6 1.5X6 3X3 W=H03105X5 4X4 6X6 4X4 6X6 5X6 5X5 3X3 1.5X6 1X4 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP 2250f-1.9E; B1 4x2 SP #2; Webs: 4x2 SP #2; Deflection Max JT VERT DEFL: LL: 0.20" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. This truss spaced @ 24.0" oc supports additional concentrated load at right end from 8.00' stud wall (13.75 PSF) supporting 3-0-0 roof spans with 2-0-0 overhang. Roof load: 20.00 psf LL and 25.00 psf DL. Truss must be installed as shown with top chord up. Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 1262 /-/-/-/-/- N 1991 /-/-/-/-/- Z Brg Width = 3.5 Min Req =1.5 N Brg Width = 4.0 Min Req =1.5 Bearings Z & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -737 B - C 0 -2090 C - D 0 -2948 D - E 0 -3347 E - F 0 -3300 Chords Tens.Comp. F - G 0 -2963 G - H 0 -2963 H - I 0 -2076 I - J 0 -735 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Y - X 1532 0 X - W 2621 0 W -V 3265 0 V - U 3265 0 U - T 3310 0 Chords Tens.Comp. T - S 3300 0 S - R 3287 0 R - Q 3287 0 Q - P 2606 0 P - O 1520 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Z 0 -1172 A - Y 1330 0 Y - B 0 -1368 B - X 959 0 X - C 0 -913 C - W 563 0 W -D 0 -547 E - T 47 -467 S - F 587 -26 Webs Tens.Comp. F - Q 0 -951 Q - H 683 0 H - P 0 -921 P - I 969 0 I - O 0 -1358 O - J 1304 0 J - N 0 -1319 N - K 35 -608 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.199 E 999 480 VERT(CL):0.349 E 669 360 HORZ(LL):0.034 B - - HORZ(TL):0.061 B - - Creep Factor: 2.0 Max TC CSI:0.746 Max BC CSI:0.575 Max W eb CSI:0.375 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F17 Ply: 1 Qty:1 SEQN:13895 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T373 DrwNo:079.20.1313.39056 AK /DF 03/19/2020 B1 3"8 3"8 19'9"8 10" 12'6"8'1"8 2'5"2'6" (TYP) 2'1"7"8 20'7"8 10'3"8 10'3"8 12'3"8 2' 19'7"8 7'4" 20'7"8 1'1'11"41"8 +12' A B C D E F G H I J K MNOPQRSTUVWXYZ 1X45X5 2X5 6X6 4X4 6X6 3X3 5X5 3X3 W=3X44X4 3X3 1.5X6 1.5X6 3X3 W=H03105X5 W=3X44X4 6X6 4X4 6X6 5X6 5X5 3X3 1.5X6 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP 2250f-1.9E; B1 4x2 SP #2; Webs: 4x2 SP #2; Deflection Max JT VERT DEFL: LL: 0.20" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. This truss spaced @ 24.0" oc supports additional concentrated load at right end from 8.00' stud wall (13.75 PSF) supporting 3-0-0 roof spans with 2-0-0 overhang. Roof load: 20.00 psf LL and 25.00 psf DL. Truss must be installed as shown with top chord up. Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 1262 /-/-/-/-/- N 1991 /-/-/-/-/- Z Brg Width = 3.5 Min Req =1.5 N Brg Width = 4.0 Min Req =1.5 Bearings Z & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -737 B - C 0 -2090 C - D 0 -2948 D - E 0 -3347 E - F 0 -3300 Chords Tens.Comp. F - G 0 -2963 G - H 0 -2963 H - I 0 -2076 I - J 0 -735 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Y - X 1532 0 X - W 2621 0 W -V 3265 0 V - U 3265 0 U - T 3310 0 Chords Tens.Comp. T - S 3300 0 S - R 3287 0 R - Q 3287 0 Q - P 2606 0 P - O 1520 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Z 0 -1172 A - Y 1330 0 Y - B 0 -1368 B - X 959 0 X - C 0 -913 C - W 563 0 W -D 0 -547 E - T 47 -467 S - F 587 -26 Webs Tens.Comp. F - Q 0 -951 Q - H 683 0 H - P 0 -921 P - I 969 0 I - O 0 -1358 O - J 1304 0 J - N 0 -1319 N - K 35 -608 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.199 E 999 480 VERT(CL):0.349 E 669 360 HORZ(LL):0.034 B - - HORZ(TL):0.061 B - - Creep Factor: 2.0 Max TC CSI:0.746 Max BC CSI:0.575 Max W eb CSI:0.375 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F17 Ply: 1 Qty:1 SEQN:13895 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T373 DrwNo:079.20.1313.39056 AK /DF 03/19/2020 B1 3"8 3"8 19'9"8 10" 12'6"8'1"8 2'5"2'6" (TYP) 2'1"7"8 20'7"8 10'3"8 10'3"8 12'3"8 2' 19'7"8 7'4" 20'7"8 1'1'11"41"8 +12' A B C D E F G H I J K MNOPQRSTUVWXYZ 1X45X5 2X5 6X6 4X4 6X6 3X3 5X5 3X3 W=3X44X4 3X3 1.5X6 1.5X6 3X3 W=H03105X5 W=3X44X4 6X6 4X4 6X6 5X6 5X5 3X3 1.5X6 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; B4 4x2 SP #2; Webs: 4x2 SP #2; Deflection Max JT VERT DEFL: LL: 0.23" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 1326 /-/-/-/-/- M 1324 /-/-/-/-/- Z Brg Width = 3.5 Min Req =1.5 M Brg Width = 6.0 Min Req =1.5 Bearings Z & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -777 B - C 0 -2223 C - D 0 -3171 D - E 0 -3659 E - F 0 -3670 Chords Tens.Comp. F - G 0 -3670 G - H 0 -3195 H - I 0 -2264 I - J 0 -2264 J - K 0 -830 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Y - X 1618 0 X - W 2798 0 W -V 3535 0 V - U 3535 0 U - T 3677 0 T - S 3670 0 Chords Tens.Comp. S - R 3670 0 R - Q 3658 0 Q - P 3658 0 P - O 2822 0 O - N 1670 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Z 0 -1229 A - Y 1402 0 Y - B 0 -1448 B - X 1040 0 X - C 0 -990 C - W 641 0 W -D 0 -626 U - E 285 -407 E - T 118 -403 Webs Tens.Comp. R - G 584 0 G - P 0 -948 P - H 644 0 H - O 0 -961 O - J 1022 0 J - N 0 -1445 N - K 1390 0 K - M 0 -1156 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.231 E 999 480 VERT(CL):0.388 E 621 360 HORZ(LL):0.036 B - - HORZ(TL):0.064 B - - Creep Factor: 2.0 Max TC CSI:0.438 Max BC CSI:0.650 Max W eb CSI:0.396 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F17A Ply: 1 Qty:3 SEQN:13898 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T215 DrwNo:079.20.1313.41880 AK /DF 03/19/2020 B4 3"8 3"8 20'7"8 13'6"7'1"8 2'5"2'6" (TYP) 10'3"8 10'3"8 12'3"8 2' 12'5" 1"812'9" 4" 20'7"8 7'10"8 1'11"41"8 +12' A B C D E F G H I J K MNOPQRSTUVWXYZ 1X45X5 2X5 6X6 4X4 6X6 3X4 5X5 3X3 W=3X44X4 3X3 1.5X6 1.5X4 1.5X61.5X6 3X3 W=3X5 5X5 3X4W=3X4 6X6 4X4 6X6 5X5 1.5X6 1X4 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; B4 4x2 SP #2; Webs: 4x2 SP #2; Deflection Max JT VERT DEFL: LL: 0.23" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 1326 /-/-/-/-/- M 1324 /-/-/-/-/- Z Brg Width = 3.5 Min Req =1.5 M Brg Width = 6.0 Min Req =1.5 Bearings Z & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -777 B - C 0 -2223 C - D 0 -3171 D - E 0 -3659 E - F 0 -3670 Chords Tens.Comp. F - G 0 -3670 G - H 0 -3195 H - I 0 -2264 I - J 0 -2264 J - K 0 -830 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Y - X 1618 0 X - W 2798 0 W -V 3535 0 V - U 3535 0 U - T 3677 0 T - S 3670 0 Chords Tens.Comp. S - R 3670 0 R - Q 3658 0 Q - P 3658 0 P - O 2822 0 O - N 1670 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Z 0 -1229 A - Y 1402 0 Y - B 0 -1448 B - X 1040 0 X - C 0 -990 C - W 641 0 W -D 0 -626 U - E 285 -407 E - T 118 -403 Webs Tens.Comp. R - G 584 0 G - P 0 -948 P - H 644 0 H - O 0 -961 O - J 1022 0 J - N 0 -1445 N - K 1390 0 K - M 0 -1156 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.231 E 999 480 VERT(CL):0.388 E 621 360 HORZ(LL):0.036 B - - HORZ(TL):0.064 B - - Creep Factor: 2.0 Max TC CSI:0.438 Max BC CSI:0.650 Max W eb CSI:0.396 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F17A Ply: 1 Qty:3 SEQN:13898 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T215 DrwNo:079.20.1313.41880 AK /DF 03/19/2020 B4 3"8 3"8 20'7"8 13'6"7'1"8 2'5"2'6" (TYP) 10'3"8 10'3"8 12'3"8 2' 12'5" 1"812'9" 4" 20'7"8 7'10"8 1'11"41"8 +12' A B C D E F G H I J K MNOPQRSTUVWXYZ 1X45X5 2X5 6X6 4X4 6X6 3X4 5X5 3X3 W=3X44X4 3X3 1.5X6 1.5X4 1.5X61.5X6 3X3 W=3X5 5X5 3X4W=3X4 6X6 4X4 6X6 5X5 1.5X6 1X4 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 881 /-/-/-/-/- J 899 /-/-/-/-/- R Brg Width = 4.0 Min Req =1.5 J Brg Width = 6.0 Min Req =1.5 Bearings R & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -855 C - D 0 -1466 D - E 0 -1466 Chords Tens.Comp. E - F 0 -1604 F - G 0 -1307 G - H 0 -516 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1454 0 P - O 1466 0 O - N 1466 0 Chords Tens.Comp. N - M 1477 0 M - L 1585 0 L - K 1021 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 0 -879 B - Q 847 0 Q - C 0 -1055 C - P 411 0 F - L 0 -490 Webs Tens.Comp. L - G 504 0 G - K 0 -890 K - H 910 0 H - J 0 -840 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.214 E 758 480 VERT(CL):0.382 E 426 360 HORZ(LL):-0.039 H - - HORZ(TL):0.071 H - - Creep Factor: 2.0 Max TC CSI:0.730 Max BC CSI:0.911 Max W eb CSI:0.257 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F18 Ply: 1 Qty:2 SEQN:13904 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T372 DrwNo:079.20.1313.42488 AK /DF 03/19/2020 3"8 3"8 3"4 13'8" 0"4 1"4 5"12 2'6" (TYP) 13'11"4 3'7"4 3'7"4 5'7"4 2' 5'8"12 1"8 6'0"12 4"13'11"4 7'10"8 1'11"4+ 12' A B C D E F G H JKLMNOPQR 1X4 1X4 3X4 4X6 4X4 4X4 3X3 2X4 1X4 1X41.5X4 3X3 3X3 3X3 3X3 3X3 4X4 4X4 2X4 1X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Additional Notes Refer to General Notes for additional information + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 881 /-/-/-/-/- J 899 /-/-/-/-/- R Brg Width = 4.0 Min Req =1.5 J Brg Width = 6.0 Min Req =1.5 Bearings R & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -855 C - D 0 -1466 D - E 0 -1466 Chords Tens.Comp. E - F 0 -1604 F - G 0 -1307 G - H 0 -516 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1454 0 P - O 1466 0 O - N 1466 0 Chords Tens.Comp. N - M 1477 0 M - L 1585 0 L - K 1021 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 0 -879 B - Q 847 0 Q - C 0 -1055 C - P 411 0 F - L 0 -490 Webs Tens.Comp. L - G 504 0 G - K 0 -890 K - H 910 0 H - J 0 -840 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.214 E 758 480 VERT(CL):0.382 E 426 360 HORZ(LL):-0.039 H - - HORZ(TL):0.071 H - - Creep Factor: 2.0 Max TC CSI:0.730 Max BC CSI:0.911 Max W eb CSI:0.257 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:F18 Ply: 1 Qty:2 SEQN:13904 /SY42 FROM: Cust: R 761 JRef:1WTP7610004 T372 DrwNo:079.20.1313.42488 AK /DF 03/19/2020 3"8 3"8 3"4 13'8" 0"4 1"4 5"12 2'6" (TYP) 13'11"4 3'7"4 3'7"4 5'7"4 2' 5'8"12 1"8 6'0"12 4"13'11"4 7'10"8 1'11"4+ 12' A B C D E F G H JKLMNOPQR 1X4 1X4 3X4 4X6 4X4 4X4 3X3 2X4 1X4 1X41.5X4 3X3 3X3 3X3 3X3 3X3 4X4 4X4 2X4 1X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 5.33 TC: From 220 plf at 5.33 to 220 plf at 15.33 TC: From 120 plf at 15.33 to 120 plf at 20.17 BC: From 10 plf at 0.00 to 10 plf at 20.17 Plating Notes All plates are 1.5X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1798 /-/-/-/-/- Y 1823 /-/-/-/-/- X Brg Width = 12.0 Min Req =1.6 Y Brg Width = 6.0 Min Req =1.6 Bearings X & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -869 B - C 0 -1726 D - F 0 -4039 F - G 0 -4372 Chords Tens.Comp. G - H 0 -4398 H - I 0 -4369 I - K 0 -3918 L - M 0 -1270 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 1023 0 V - U 3412 0 U - T 3507 0 T - S 4107 0 Chords Tens.Comp. S - R 4398 0 R - Q 3997 0 Q - P 3305 0 P - O 3202 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - X 0 -862 A - W 1181 0 W -B 0 -839 B - V 1003 0 V - C 378 0 V - D 0 -1994 C - D 0 -1581 D - T 606 0 Webs Tens.Comp. F - S 577 -143 R - I 553 0 Q - K 697 0 K - L 0 -1097 K - O 0 -2117 O - M 1505 0 M - N 0 -885 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.275 G 880 480 VERT(CL):0.447 G 541 360 HORZ(LL):0.058 A - - HORZ(TL):0.093 A - - Creep Factor: 2.0 Max TC CSI:0.865 Max BC CSI:0.455 Max W eb CSI:0.425 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF1 Ply: 2 Qty:1 SEQN:13831 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T385 DrwNo:079.20.1313.30804 AK /DF 03/19/2020 2 Complete Trusses Required 20'2" 1'11"11 1'11"11 3'7"13 1'8"3 5'4" 1'8"3 7'4"11 2'0"11 9'3"10 1'10"15 11'4"6 2'0"11 13'3"5 1'10"15 15'4" 2'0"11 17'7"4 2'3"4 20'2" 2'6"12 1'8"3 1'8"3 3'6"1 1'9"15 5'2"4 1'8"3 7'1"3 1'10"15 9'3"10 2'2"7 11'6"2 2'2"7 13'6"13 2'0"11 15'5"12 1'10"15 17'9" 2'3"4 20'2" 2'5"1'11"412' A B C D E F G H I J K L M NOPQRSTUVWXY 3X6 2X4 3X6 3X5 5X8 4X5 5X10 3X4 3X4 H0710 3X4 3X4 3X4 5X10 3X4 4X10 3X8 2X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 5.33 TC: From 220 plf at 5.33 to 220 plf at 15.33 TC: From 120 plf at 15.33 to 120 plf at 20.17 BC: From 10 plf at 0.00 to 10 plf at 20.17 Plating Notes All plates are 1.5X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1798 /-/-/-/-/- Y 1823 /-/-/-/-/- X Brg Width = 12.0 Min Req =1.6 Y Brg Width = 6.0 Min Req =1.6 Bearings X & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -869 B - C 0 -1726 D - F 0 -4039 F - G 0 -4372 Chords Tens.Comp. G - H 0 -4398 H - I 0 -4369 I - K 0 -3918 L - M 0 -1270 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 1023 0 V - U 3412 0 U - T 3507 0 T - S 4107 0 Chords Tens.Comp. S - R 4398 0 R - Q 3997 0 Q - P 3305 0 P - O 3202 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - X 0 -862 A - W 1181 0 W -B 0 -839 B - V 1003 0 V - C 378 0 V - D 0 -1994 C - D 0 -1581 D - T 606 0 Webs Tens.Comp. F - S 577 -143 R - I 553 0 Q - K 697 0 K - L 0 -1097 K - O 0 -2117 O - M 1505 0 M - N 0 -885 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.275 G 880 480 VERT(CL):0.447 G 541 360 HORZ(LL):0.058 A - - HORZ(TL):0.093 A - - Creep Factor: 2.0 Max TC CSI:0.865 Max BC CSI:0.455 Max W eb CSI:0.425 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF1 Ply: 2 Qty:1 SEQN:13831 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T385 DrwNo:079.20.1313.30804 AK /DF 03/19/2020 2 Complete Trusses Required 20'2" 1'11"11 1'11"11 3'7"13 1'8"3 5'4" 1'8"3 7'4"11 2'0"11 9'3"10 1'10"15 11'4"6 2'0"11 13'3"5 1'10"15 15'4" 2'0"11 17'7"4 2'3"4 20'2" 2'6"12 1'8"3 1'8"3 3'6"1 1'9"15 5'2"4 1'8"3 7'1"3 1'10"15 9'3"10 2'2"7 11'6"2 2'2"7 13'6"13 2'0"11 15'5"12 1'10"15 17'9" 2'3"4 20'2" 2'5"1'11"412' A B C D E F G H I J K L M NOPQRSTUVWXY 3X6 2X4 3X6 3X5 5X8 4X5 5X10 3X4 3X4 H0710 3X4 3X4 3X4 5X10 3X4 4X10 3X8 2X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 7.67 TC: From 220 plf at 7.67 to 220 plf at 17.67 TC: From 120 plf at 17.67 to 120 plf at 22.50 BC: From 10 plf at 0.00 to 10 plf at 22.50 Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1900 /-/-/-/-/- N 2025 /-/-/-/-/- X Brg Width = 4.0 Min Req =1.7 N Brg Width = -Min Req =- Bearing X Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1321 B - C 0 -2510 D - F 0 -4575 F - G 0 -5223 Chords Tens.Comp. G - H 0 -5245 H - I 0 -5211 I - K 0 -4458 L - M 0 -1420 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 1482 0 V - U 4438 0 U - T 5294 0 T - S 5294 0 Chords Tens.Comp. S - R 5245 0 R - Q 4596 0 Q - P 3622 0 P - O 3518 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - X 0 -911 A - W 1558 0 W -B 0 -878 B - V 1241 0 V - D 0 -2118 C - D 0 -2164 U - F 0 -831 F - S 358 -470 Webs Tens.Comp. R - I 787 0 I - Q 0 -547 Q - K 970 0 K - L 0 -1212 K - O 0 -2313 O - M 1683 0 M - N 0 -982 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.391 G 691 480 VERT(CL):0.635 G 425 360 HORZ(LL):0.069 A - - HORZ(TL):0.112 A - - Creep Factor: 2.0 Max TC CSI:0.832 Max BC CSI:0.596 Max W eb CSI:0.604 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF2 Ply: 2 Qty:3 SEQN:13828 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T206 DrwNo:079.20.1313.41895 AK /DF 03/19/2020 2 Complete Trusses Required 22'6" 2'9" 2'9" 5'3" 2'6" 7'8" 2'5" 9'6"15 1'10"15 11'7"10 2'0"11 13'8"6 2'0"11 15'7"5 1'10"15 17'8" 2'0"11 19'11"4 2'3"4 22'6" 2'6"12 2'5" 2'5" 5'0"12 2'7"12 7'8" 2'7"4 9'6"15 1'10"15 11'7"10 2'0"11 13'10"2 2'2"7 15'10"13 2'0"11 17'9"12 1'10"15 20'1" 2'3"4 22'6" 2'5"1'11"412' A B C D E F G H I J K L M NOPQRSTUVWX 3X8 2X4 3X8 3X6 4X10 3X8 6X10 3X4 3X8 H0710 3X4 3X4 3X5 5X10 3X5 4X12 3X8 2X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 7.67 TC: From 220 plf at 7.67 to 220 plf at 17.67 TC: From 120 plf at 17.67 to 120 plf at 22.50 BC: From 10 plf at 0.00 to 10 plf at 22.50 Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1900 /-/-/-/-/- N 2025 /-/-/-/-/- X Brg Width = 4.0 Min Req =1.7 N Brg Width = -Min Req =- Bearing X Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1321 B - C 0 -2510 D - F 0 -4575 F - G 0 -5223 Chords Tens.Comp. G - H 0 -5245 H - I 0 -5211 I - K 0 -4458 L - M 0 -1420 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 1482 0 V - U 4438 0 U - T 5294 0 T - S 5294 0 Chords Tens.Comp. S - R 5245 0 R - Q 4596 0 Q - P 3622 0 P - O 3518 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - X 0 -911 A - W 1558 0 W -B 0 -878 B - V 1241 0 V - D 0 -2118 C - D 0 -2164 U - F 0 -831 F - S 358 -470 Webs Tens.Comp. R - I 787 0 I - Q 0 -547 Q - K 970 0 K - L 0 -1212 K - O 0 -2313 O - M 1683 0 M - N 0 -982 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.391 G 691 480 VERT(CL):0.635 G 425 360 HORZ(LL):0.069 A - - HORZ(TL):0.112 A - - Creep Factor: 2.0 Max TC CSI:0.832 Max BC CSI:0.596 Max W eb CSI:0.604 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF2 Ply: 2 Qty:3 SEQN:13828 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T206 DrwNo:079.20.1313.41895 AK /DF 03/19/2020 2 Complete Trusses Required 22'6" 2'9" 2'9" 5'3" 2'6" 7'8" 2'5" 9'6"15 1'10"15 11'7"10 2'0"11 13'8"6 2'0"11 15'7"5 1'10"15 17'8" 2'0"11 19'11"4 2'3"4 22'6" 2'6"12 2'5" 2'5" 5'0"12 2'7"12 7'8" 2'7"4 9'6"15 1'10"15 11'7"10 2'0"11 13'10"2 2'2"7 15'10"13 2'0"11 17'9"12 1'10"15 20'1" 2'3"4 22'6" 2'5"1'11"412' A B C D E F G H I J K L M NOPQRSTUVWX 3X8 2X4 3X8 3X6 4X10 3X8 6X10 3X4 3X8 H0710 3X4 3X4 3X5 5X10 3X5 4X12 3X8 2X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 7.67 TC: From 220 plf at 7.67 to 220 plf at 17.67 TC: From 120 plf at 17.67 to 120 plf at 22.50 BC: From 10 plf at 0.00 to 10 plf at 22.50 Plating Notes All plates are 1.5X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1900 /-/-/-/-/- Y 2025 /-/-/-/-/- X Brg Width = 4.0 Min Req =1.7 Y Brg Width = 6.0 Min Req =1.8 Bearings X & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1321 B - C 0 -2508 D - F 0 -4608 F - G 0 -5278 Chords Tens.Comp. G - H 0 -5299 H - I 0 -5263 I - K 0 -4525 L - M 0 -1423 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 1482 0 V - U 4472 0 U - T 5282 0 T - S 5282 0 Chords Tens.Comp. S - R 5299 0 R - Q 4635 0 Q - P 3740 0 P - O 3623 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - X 0 -911 A - W 1558 0 W -B 0 -876 B - V 1238 0 V - D 0 -2157 C - D 0 -2158 U - F 0 -778 Webs Tens.Comp. R - I 941 0 I - Q 0 -456 Q - K 896 0 K - L 0 -1223 K - O 0 -2413 O - M 1687 0 M - N 0 -984 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.341 G 792 480 VERT(CL):0.553 G 487 360 HORZ(LL):0.061 A - - HORZ(TL):0.100 A - - Creep Factor: 2.0 Max TC CSI:0.452 Max BC CSI:0.555 Max W eb CSI:0.606 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF3 Ply: 2 Qty:1 SEQN:13834 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T381 DrwNo:079.20.1313.41709 AK /DF 03/19/2020 2 Complete Trusses Required T2 22'6" 2'9" 2'9" 5'3" 2'6" 7'8" 2'5" 9'6"15 1'10"15 11'7"10 2'0"11 13'8"6 2'0"11 15'7"5 1'10"15 17'8" 2'0"11 19'11"4 2'3"4 22'6" 2'6"12 2'5" 2'5" 5'0"12 2'7"12 7'8" 2'7"4 9'6"15 1'10"15 11'7"10 2'0"11 13'10"2 2'2"7 15'10"13 2'0"11 17'9"12 1'10"15 20'1" 2'3"4 22'6" 2'5"1'11"412' A B C D E F G H I J K L M NOPQRSTUVWXY 3X8 2X4 3X8 3X6 4X10 3X8 6X10 3X4 3X8 H0710 3X5 3X5 3X5 5X12 3X5 4X12 3X8 2X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 7.67 TC: From 220 plf at 7.67 to 220 plf at 17.67 TC: From 120 plf at 17.67 to 120 plf at 22.50 BC: From 10 plf at 0.00 to 10 plf at 22.50 Plating Notes All plates are 1.5X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1900 /-/-/-/-/- Y 2025 /-/-/-/-/- X Brg Width = 4.0 Min Req =1.7 Y Brg Width = 6.0 Min Req =1.8 Bearings X & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1321 B - C 0 -2508 D - F 0 -4608 F - G 0 -5278 Chords Tens.Comp. G - H 0 -5299 H - I 0 -5263 I - K 0 -4525 L - M 0 -1423 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 1482 0 V - U 4472 0 U - T 5282 0 T - S 5282 0 Chords Tens.Comp. S - R 5299 0 R - Q 4635 0 Q - P 3740 0 P - O 3623 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - X 0 -911 A - W 1558 0 W -B 0 -876 B - V 1238 0 V - D 0 -2157 C - D 0 -2158 U - F 0 -778 Webs Tens.Comp. R - I 941 0 I - Q 0 -456 Q - K 896 0 K - L 0 -1223 K - O 0 -2413 O - M 1687 0 M - N 0 -984 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.341 G 792 480 VERT(CL):0.553 G 487 360 HORZ(LL):0.061 A - - HORZ(TL):0.100 A - - Creep Factor: 2.0 Max TC CSI:0.452 Max BC CSI:0.555 Max W eb CSI:0.606 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF3 Ply: 2 Qty:1 SEQN:13834 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T381 DrwNo:079.20.1313.41709 AK /DF 03/19/2020 2 Complete Trusses Required T2 22'6" 2'9" 2'9" 5'3" 2'6" 7'8" 2'5" 9'6"15 1'10"15 11'7"10 2'0"11 13'8"6 2'0"11 15'7"5 1'10"15 17'8" 2'0"11 19'11"4 2'3"4 22'6" 2'6"12 2'5" 2'5" 5'0"12 2'7"12 7'8" 2'7"4 9'6"15 1'10"15 11'7"10 2'0"11 13'10"2 2'2"7 15'10"13 2'0"11 17'9"12 1'10"15 20'1" 2'3"4 22'6" 2'5"1'11"412' A B C D E F G H I J K L M NOPQRSTUVWXY 3X8 2X4 3X8 3X6 4X10 3X8 6X10 3X4 3X8 H0710 3X5 3X5 3X5 5X12 3X5 4X12 3X8 2X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; W2 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 2.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 60 plf at 0.00 to 60 plf at 6.27 BC: From 5 plf at 0.00 to 5 plf at 6.27 BC: 3510 lb Conc. Load at 1.77, 3.73, 5.15 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 4773 /-/-/-/-/- K 6165 /-/-/-/-/- J Brg Width = 8.0 Min Req =4.2 K Brg Width = 7.3 Min Req =5.5 Bearings J & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2741 B - C 0 -2763 Chords Tens.Comp. C - D 0 -2784 D - E 0 -2061 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 2763 0 Chords Tens.Comp. H - G 2256 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 0 -2600 A - I 3792 0 H - D 1062 0 Webs Tens.Comp. D - G 0 -1060 G - E 3373 0 E - F 0 -2729 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.045 C 999 480 VERT(CL):0.073 C 999 360 HORZ(LL):-0.016 E - - HORZ(TL):0.026 E - - Creep Factor: 2.0 Max TC CSI:0.608 Max BC CSI:0.611 Max W eb CSI:0.952 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF4 Ply: 2 Qty:1 SEQN:13842 /FLAT FROM: Cust: R 761 JRef:1WTP7610004 T365 DrwNo:079.20.1313.41161 AK /DF 03/19/2020 2 Complete Trusses Required W2 6'3"4 1'9"5 1'9"5 3'8"13 1'11"8 4'9"7 1'0"10 6'3"5 1'5"14 1'6"1 1'6"1 3'10"9 2'4"8 5'1"7 1'2"14 6'3"5 1'1"141'11"412' A B C D E FGHIJK 6X8 3X8 10X10 1.5X4 1.5X4 5X6 4X4 7X8 7X8 4X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; W2 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 2.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 60 plf at 0.00 to 60 plf at 6.27 BC: From 5 plf at 0.00 to 5 plf at 6.27 BC: 3510 lb Conc. Load at 1.77, 3.73, 5.15 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 4773 /-/-/-/-/- K 6165 /-/-/-/-/- J Brg Width = 8.0 Min Req =4.2 K Brg Width = 7.3 Min Req =5.5 Bearings J & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2741 B - C 0 -2763 Chords Tens.Comp. C - D 0 -2784 D - E 0 -2061 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 2763 0 Chords Tens.Comp. H - G 2256 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 0 -2600 A - I 3792 0 H - D 1062 0 Webs Tens.Comp. D - G 0 -1060 G - E 3373 0 E - F 0 -2729 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.045 C 999 480 VERT(CL):0.073 C 999 360 HORZ(LL):-0.016 E - - HORZ(TL):0.026 E - - Creep Factor: 2.0 Max TC CSI:0.608 Max BC CSI:0.611 Max W eb CSI:0.952 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF4 Ply: 2 Qty:1 SEQN:13842 /FLAT FROM: Cust: R 761 JRef:1WTP7610004 T365 DrwNo:079.20.1313.41161 AK /DF 03/19/2020 2 Complete Trusses Required W2 6'3"4 1'9"5 1'9"5 3'8"13 1'11"8 4'9"7 1'0"10 6'3"5 1'5"14 1'6"1 1'6"1 3'10"9 2'4"8 5'1"7 1'2"14 6'3"5 1'1"141'11"412' A B C D E FGHIJK 6X8 3X8 10X10 1.5X4 1.5X4 5X6 4X4 7X8 7X8 4X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 5.48 TC: From 220 plf at 5.48 to 220 plf at 14.75 TC: From 120 plf at 14.75 to 120 plf at 17.54 BC: From 10 plf at 0.00 to 10 plf at 17.54 Plating Notes All plates are 1.5X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T*581 /-/-/-/-/- U 1149 /-/-/-/-/- T /-1308 T Brg Width = 42.5 Min Req =- U Brg Width = 12.0 Min Req =1.5 Bearings T & U Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1130 0 E - F 0 -1580 F - G 0 -1614 Chords Tens.Comp. G - H 0 -1596 H - J 0 -1593 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 936 0 Q - P 936 0 P - O 1614 0 Chords Tens.Comp. O - N 1630 0 N - M 1194 0 M - L 1158 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 586 0 A - S 0 -1298 S - B 0 -418 S - C 0 -1189 B - C 1059 0 Webs Tens.Comp. C - R 497 0 R - E 0 -1104 E - P 783 0 N - J 463 0 J - L 0 -1229 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.067 G 999 480 VERT(CL):0.108 G 999 360 HORZ(LL):-0.012 K - - HORZ(TL):0.020 K - - Creep Factor: 2.0 Max TC CSI:0.557 Max BC CSI:0.239 Max W eb CSI:0.299 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF5 Ply: 2 Qty:1 SEQN:13814 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T194 DrwNo:079.20.1313.41240 AK /DF 03/19/2020 2 Complete Trusses Required 17'6"8 2'10"10 2'10"10 5'5"12 2'7"2 7'2"15 1'9"3 9'1"14 1'10"15 11'0"14 1'10"15 12'10"1 1'9"3 14'9" 1'10"15 17'6"8 2'9"8 2'8"14 2'8"14 5'5"12 2'8"14 7'2"15 1'9"3 9'0"2 1'9"3 11'2"10 2'2"7 13'1"9 1'10"15 14'10"12 1'9"3 17'6"8 2'7"121'11"412' A B CD E F G H I J K LMNOPQR S T U 3X5 3X10 4X7 3X5 4X7 3X4 3X8 7X6 3X4 3X4 3X4 5X8 3X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 5.48 TC: From 220 plf at 5.48 to 220 plf at 14.75 TC: From 120 plf at 14.75 to 120 plf at 17.54 BC: From 10 plf at 0.00 to 10 plf at 17.54 Plating Notes All plates are 1.5X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T*581 /-/-/-/-/- U 1149 /-/-/-/-/- T /-1308 T Brg Width = 42.5 Min Req =- U Brg Width = 12.0 Min Req =1.5 Bearings T & U Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1130 0 E - F 0 -1580 F - G 0 -1614 Chords Tens.Comp. G - H 0 -1596 H - J 0 -1593 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 936 0 Q - P 936 0 P - O 1614 0 Chords Tens.Comp. O - N 1630 0 N - M 1194 0 M - L 1158 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 586 0 A - S 0 -1298 S - B 0 -418 S - C 0 -1189 B - C 1059 0 Webs Tens.Comp. C - R 497 0 R - E 0 -1104 E - P 783 0 N - J 463 0 J - L 0 -1229 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.067 G 999 480 VERT(CL):0.108 G 999 360 HORZ(LL):-0.012 K - - HORZ(TL):0.020 K - - Creep Factor: 2.0 Max TC CSI:0.557 Max BC CSI:0.239 Max W eb CSI:0.299 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF5 Ply: 2 Qty:1 SEQN:13814 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T194 DrwNo:079.20.1313.41240 AK /DF 03/19/2020 2 Complete Trusses Required 17'6"8 2'10"10 2'10"10 5'5"12 2'7"2 7'2"15 1'9"3 9'1"14 1'10"15 11'0"14 1'10"15 12'10"1 1'9"3 14'9" 1'10"15 17'6"8 2'9"8 2'8"14 2'8"14 5'5"12 2'8"14 7'2"15 1'9"3 9'0"2 1'9"3 11'2"10 2'2"7 13'1"9 1'10"15 14'10"12 1'9"3 17'6"8 2'7"121'11"412' A B CD E F G H I J K LMNOPQR S T U 3X5 3X10 4X7 3X5 4X7 3X4 3X8 7X6 3X4 3X4 3X4 5X8 3X3 3X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 5.48 TC: From 220 plf at 5.48 to 220 plf at 14.75 TC: From 120 plf at 14.75 to 120 plf at 17.04 BC: From 10 plf at 0.00 to 10 plf at 17.04 Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1485 /-/-/-/-/- U 1658 /-/-/-/-/- T Brg Width = -Min Req =- U Brg Width = 6.0 Min Req =2.6 Bearing U Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2270 B - D 0 -405 C - E 0 -5294 E - F 0 -6418 Chords Tens.Comp. F - G 0 -6418 G - H 0 -5890 H - J 0 -4675 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 5139 0 R - Q 6304 0 Q - P 6304 0 P - O 6059 0 Chords Tens.Comp. O - N 4913 0 N - M 3069 0 M - L 2985 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 0 -1438 A - S 2599 0 S - C 0 -3086 B - C 0 -1899 C - R 480 0 R - E 0 -1192 Webs Tens.Comp. P - G 423 0 G - O 0 -662 O - H 1182 0 H - N 0 -972 N - J 1877 0 J - L 0 -3274 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.252 F 812 480 VERT(CL):0.409 F 499 360 HORZ(LL):0.056 A - - HORZ(TL):0.092 A - - Creep Factor: 2.0 Max TC CSI:0.583 Max BC CSI:0.619 Max W eb CSI:0.733 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF6 Ply: 1 Qty:3 SEQN:13808 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T276 DrwNo:079.20.1313.28556 AK /DF 03/19/2020 T2 17'0"8 2'10"10 2'10"10 5'5"12 2'7"2 7'2"15 1'9"3 9'1"14 1'10"15 10'11"2 1'9"3 12'10"1 1'10"15 14'9" 1'10"15 17'0"8 2'3"8 2'8"14 2'8"14 5'5"12 2'8"14 7'2"15 1'9"3 9'1"14 1'10"15 11'2"10 2'0"11 13'1"9 1'10"15 14'10"12 1'9"3 16'7"8 1'8"12 17'0"8 5"1'11"412' A B CD E F G H I J K LMNOPQRST U 4X8 3X4 5X12 4X5 6X12 3X5 4X7 H0710 3X4 3X6 3X6 4X7 5X12 3X3 3X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 5.48 TC: From 220 plf at 5.48 to 220 plf at 14.75 TC: From 120 plf at 14.75 to 120 plf at 17.04 BC: From 10 plf at 0.00 to 10 plf at 17.04 Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1485 /-/-/-/-/- U 1658 /-/-/-/-/- T Brg Width = -Min Req =- U Brg Width = 6.0 Min Req =2.6 Bearing U Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2270 B - D 0 -405 C - E 0 -5294 E - F 0 -6418 Chords Tens.Comp. F - G 0 -6418 G - H 0 -5890 H - J 0 -4675 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 5139 0 R - Q 6304 0 Q - P 6304 0 P - O 6059 0 Chords Tens.Comp. O - N 4913 0 N - M 3069 0 M - L 2985 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 0 -1438 A - S 2599 0 S - C 0 -3086 B - C 0 -1899 C - R 480 0 R - E 0 -1192 Webs Tens.Comp. P - G 423 0 G - O 0 -662 O - H 1182 0 H - N 0 -972 N - J 1877 0 J - L 0 -3274 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.252 F 812 480 VERT(CL):0.409 F 499 360 HORZ(LL):0.056 A - - HORZ(TL):0.092 A - - Creep Factor: 2.0 Max TC CSI:0.583 Max BC CSI:0.619 Max W eb CSI:0.733 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF6 Ply: 1 Qty:3 SEQN:13808 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T276 DrwNo:079.20.1313.28556 AK /DF 03/19/2020 T2 17'0"8 2'10"10 2'10"10 5'5"12 2'7"2 7'2"15 1'9"3 9'1"14 1'10"15 10'11"2 1'9"3 12'10"1 1'10"15 14'9" 1'10"15 17'0"8 2'3"8 2'8"14 2'8"14 5'5"12 2'8"14 7'2"15 1'9"3 9'1"14 1'10"15 11'2"10 2'0"11 13'1"9 1'10"15 14'10"12 1'9"3 16'7"8 1'8"12 17'0"8 5"1'11"412' A B CD E F G H I J K LMNOPQRST U 4X8 3X4 5X12 4X5 6X12 3X5 4X7 H0710 3X4 3X6 3X6 4X7 5X12 3X3 3X10 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 5.48 TC: From 220 plf at 5.48 to 220 plf at 14.75 TC: From 120 plf at 14.75 to 120 plf at 17.04 BC: From 10 plf at 0.00 to 10 plf at 17.04 Plating Notes All plates are 1.5X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T*564 /-/-/-/-/- U 1145 /-/-/-/-/- T /-1192 T Brg Width = 42.5 Min Req =- U Brg Width = 6.0 Min Req =1.5 Bearings T & U Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1037 0 E - F 0 -1525 F - G 0 -1558 Chords Tens.Comp. G - H 0 -1538 H - J 0 -1452 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 954 0 Q - P 954 0 P - O 1558 0 Chords Tens.Comp. O - N 1503 0 N - M 1011 0 M - L 983 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 533 0 A - S 0 -1192 S - B 0 -401 S - C 0 -1159 B - C 974 0 Webs Tens.Comp. C - R 470 0 R - E 0 -1048 E - P 673 0 N - J 514 0 J - L 0 -1078 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.058 G 999 480 VERT(CL):0.094 G 999 360 HORZ(LL):-0.012 K - - HORZ(TL):0.019 K - - Creep Factor: 2.0 Max TC CSI:0.524 Max BC CSI:0.202 Max W eb CSI:0.275 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF7 Ply: 2 Qty:1 SEQN:13821 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T355 DrwNo:079.20.1313.27061 AK /DF 03/19/2020 2 Complete Trusses Required 17'0"8 2'10"10 2'10"10 5'5"12 2'7"2 7'2"15 1'9"3 9'1"14 1'10"15 11'0"14 1'10"15 12'10"1 1'9"3 14'9" 1'10"15 17'0"8 2'3"8 2'8"14 2'8"14 5'5"12 2'8"14 7'2"15 1'9"3 9'0"2 1'9"3 11'2"10 2'2"7 13'1"9 1'10"15 14'10"12 1'9"3 17'0"8 2'1"121'11"412' A B CD E F G H I J K LMNOPQR S T U 3X5 3X10 3X8 3X5 4X7 3X4 3X8 7X6 3X4 3X4 3X4 5X8 3X3 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 5.48 TC: From 220 plf at 5.48 to 220 plf at 14.75 TC: From 120 plf at 14.75 to 120 plf at 17.04 BC: From 10 plf at 0.00 to 10 plf at 17.04 Plating Notes All plates are 1.5X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T*564 /-/-/-/-/- U 1145 /-/-/-/-/- T /-1192 T Brg Width = 42.5 Min Req =- U Brg Width = 6.0 Min Req =1.5 Bearings T & U Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1037 0 E - F 0 -1525 F - G 0 -1558 Chords Tens.Comp. G - H 0 -1538 H - J 0 -1452 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 954 0 Q - P 954 0 P - O 1558 0 Chords Tens.Comp. O - N 1503 0 N - M 1011 0 M - L 983 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 533 0 A - S 0 -1192 S - B 0 -401 S - C 0 -1159 B - C 974 0 Webs Tens.Comp. C - R 470 0 R - E 0 -1048 E - P 673 0 N - J 514 0 J - L 0 -1078 Loading Criteria (psf) TCLL:40.00 TCDL:20.00 BCLL:0.00 BCDL:5.00 Des Ld:65.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.058 G 999 480 VERT(CL):0.094 G 999 360 HORZ(LL):-0.012 K - - HORZ(TL):0.019 K - - Creep Factor: 2.0 Max TC CSI:0.524 Max BC CSI:0.202 Max W eb CSI:0.275 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF7 Ply: 2 Qty:1 SEQN:13821 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T355 DrwNo:079.20.1313.27061 AK /DF 03/19/2020 2 Complete Trusses Required 17'0"8 2'10"10 2'10"10 5'5"12 2'7"2 7'2"15 1'9"3 9'1"14 1'10"15 11'0"14 1'10"15 12'10"1 1'9"3 14'9" 1'10"15 17'0"8 2'3"8 2'8"14 2'8"14 5'5"12 2'8"14 7'2"15 1'9"3 9'0"2 1'9"3 11'2"10 2'2"7 13'1"9 1'10"15 14'10"12 1'9"3 17'0"8 2'1"121'11"412' A B CD E F G H I J K LMNOPQR S T U 3X5 3X10 3X8 3X5 4X7 3X4 3X8 7X6 3X4 3X4 3X4 5X8 3X3 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; T1 2x6 SP M-26; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W1 2x6 SP #2; W2, W10 2x4 SP 2250f-1.9E; W 9 2x10 SP #1; W11 2x8 SP 2400f-2.0E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 4.25" o.c. Bot Chord: 3 Rows @ 3.75" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 438 plf at 0.00 to 438 plf at 26.67 BC: From 20 plf at 0.00 to 20 plf at 26.67 BC: 1338 lb Conc. Load at 1.10, 2.48, 4.19, 6.19 8.19,10.19,12.19,14.19,16.19,18.19,20.19 BC: 9149 lb Conc. Load at 22.44 BC: 941 lb Conc. Load at 24.33,25.94 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 21" 36 SPf(S) Standard 2 25.667' 1 12" 17 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information The maximum concentrated load is 9149# ++ 18-(0.131"x3.0") nails opposite face of hanger after the third ply is attached. 9-(0.131"x3.0") nails after the fourth ply is attached. ++ It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 16694 /-/-/-/7412 /- M 21258 /-/-/-/9443 /- Wind reactions based on MWFRS L Brg Width = 8.0 Min Req =- M Brg Width = 12.0 Min Req =- Bearings L & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2969 -6679 B - C 2865 -6440 C - D 1940 -4355 Chords Tens.Comp. D - E 1367 -3077 E - F 1366 -3077 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 6243 -2773 J - I 5913 -2626 Chords Tens.Comp. I - H 3983 -1769 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 2164 -4839 A - K 6548 -2905 K - B 485 -708 J - C 1741 -734 C - I 1248 -2809 Webs Tens.Comp. D - I 3100 -1347 D - H 1179 -2657 E - H 250 -510 H - F 7122 -3163 F - G 2988 -6703 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.16 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 18SS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.149 J 999 480 VERT(CL):0.336 J 951 360 HORZ(LL):0.037 B - - HORZ(TL):0.084 B - - Creep Factor: 2.0 Max TC CSI:0.733 Max BC CSI:0.556 Max W eb CSI:0.994 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF8 Ply: 3 Qty:1 SEQN:14289 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T189 DrwNo:079.20.1313.31068 AK /DF 03/19/2020 3 Complete Trusses Required T1 W1 W2 W9 W10 W11 BL1 BL2 26'8" 7"8 7"8 6'6"1 5'10"9 12'11"10 6'5"9 19'2"13 6'3"3 22'5"4 3'2"7 25'10"6 3'5"2 26'8" 9"10 6'1"11 6'1"11 12'8"2 6'6"7 19'2"5 6'6"3 22'5"4 3'2"15 26'8" 4'2"122'11"69'4"512' A B C D E F GHIJKL M 4 12 SS1012 8X14 7X10 7X6 10X10 6X6 8X8 7X8 3X3 SS1319(I) SS1319(I) 8X14 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; T1 2x6 SP M-26; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W1 2x6 SP #2; W2, W10 2x4 SP 2250f-1.9E; W 9 2x10 SP #1; W11 2x8 SP 2400f-2.0E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 4.25" o.c. Bot Chord: 3 Rows @ 3.75" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 438 plf at 0.00 to 438 plf at 26.67 BC: From 20 plf at 0.00 to 20 plf at 26.67 BC: 1338 lb Conc. Load at 1.10, 2.48, 4.19, 6.19 8.19,10.19,12.19,14.19,16.19,18.19,20.19 BC: 9149 lb Conc. Load at 22.44 BC: 941 lb Conc. Load at 24.33,25.94 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 21" 36 SPf(S) Standard 2 25.667' 1 12" 17 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information The maximum concentrated load is 9149# ++ 18-(0.131"x3.0") nails opposite face of hanger after the third ply is attached. 9-(0.131"x3.0") nails after the fourth ply is attached. ++ It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 16694 /-/-/-/7412 /- M 21258 /-/-/-/9443 /- Wind reactions based on MWFRS L Brg Width = 8.0 Min Req =- M Brg Width = 12.0 Min Req =- Bearings L & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2969 -6679 B - C 2865 -6440 C - D 1940 -4355 Chords Tens.Comp. D - E 1367 -3077 E - F 1366 -3077 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 6243 -2773 J - I 5913 -2626 Chords Tens.Comp. I - H 3983 -1769 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 2164 -4839 A - K 6548 -2905 K - B 485 -708 J - C 1741 -734 C - I 1248 -2809 Webs Tens.Comp. D - I 3100 -1347 D - H 1179 -2657 E - H 250 -510 H - F 7122 -3163 F - G 2988 -6703 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.16 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 18SS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.149 J 999 480 VERT(CL):0.336 J 951 360 HORZ(LL):0.037 B - - HORZ(TL):0.084 B - - Creep Factor: 2.0 Max TC CSI:0.733 Max BC CSI:0.556 Max W eb CSI:0.994 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF8 Ply: 3 Qty:1 SEQN:14289 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T189 DrwNo:079.20.1313.31068 AK /DF 03/19/2020 3 Complete Trusses Required T1 W1 W2 W9 W10 W11 BL1 BL2 26'8" 7"8 7"8 6'6"1 5'10"9 12'11"10 6'5"9 19'2"13 6'3"3 22'5"4 3'2"7 25'10"6 3'5"2 26'8" 9"10 6'1"11 6'1"11 12'8"2 6'6"7 19'2"5 6'6"3 22'5"4 3'2"15 26'8" 4'2"122'11"69'4"512' A B C D E F GHIJKL M 4 12 SS1012 8X14 7X10 7X6 10X10 6X6 8X8 7X8 3X3 SS1319(I) SS1319(I) 8X14 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x6 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 373 plf at 0.00 to 373 plf at 3.00 BC: From 20 plf at 0.00 to 20 plf at 3.00 TC: 757 lb Conc. Load at 2.83 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 632 /-/-/52 /131 /- C 1304 /-/-/52 /193 /- Wind reactions based on MWFRS D Brg Width = 7.6 Min Req =1.5 C Brg Width = -Min Req =- Bearing D Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 103 -637 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 B 999 480 VERT(CL):0.002 B 999 360 HORZ(LL):-0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.244 Max BC CSI:0.022 Max W eb CSI:0.021 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF10 Ply: 2 Qty:1 SEQN:14262 FLAT FROM: Cust: R 761 JRef:1WTP7610004 T255 DrwNo:080.20.1106.52503 JB /DF 03/20/2020 2 Complete Trusses Required 3' 3' 3'1'11"412' A B CD 4X4 1.5X6 1.5X6 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x6 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 373 plf at 0.00 to 373 plf at 3.00 BC: From 20 plf at 0.00 to 20 plf at 3.00 TC: 757 lb Conc. Load at 2.83 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 632 /-/-/52 /131 /- C 1304 /-/-/52 /193 /- Wind reactions based on MWFRS D Brg Width = 7.6 Min Req =1.5 C Brg Width = -Min Req =- Bearing D Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 103 -637 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 B 999 480 VERT(CL):0.002 B 999 360 HORZ(LL):-0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.244 Max BC CSI:0.022 Max W eb CSI:0.021 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF10 Ply: 2 Qty:1 SEQN:14262 FLAT FROM: Cust: R 761 JRef:1WTP7610004 T255 DrwNo:080.20.1106.52503 JB /DF 03/20/2020 2 Complete Trusses Required 3' 3' 3'1'11"412' A B CD 4X4 1.5X6 1.5X6 5X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x6 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; W1,W7 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows @ 4.00" o.c. (Each Row) Bot Chord: 1 Row @ 5.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 87 plf at 0.00 to 87 plf at 0.67 TC: From 414 plf at 0.67 to 414 plf at 6.00 TC: From 87 plf at 6.00 to 87 plf at 7.29 BC: From 10 plf at 0.00 to 10 plf at 7.29 TC: 2338 lb Conc. Load at 6.67 TC: 626 lb Conc. Load at 7.00 BC: 1304 lb Conc. Load at 0.42 BC: 99 lb Conc. Load at 1.23, 3.10, 5.10 BC: 142 lb Conc. Load at 6.27 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 2944 /-/-/-/415 /- E 4214 /-/-/-/554 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req =2.6 E Brg Width = 4.0 Min Req =3.7 Bearings H & E Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 200 -1246 B - C 200 -1246 Chords Tens.Comp. C - D 206 -1296 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 1442 -224 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 145 -882 A - G 1403 -225 C - F 97 -754 Webs Tens.Comp. F - D 1461 -234 D - E 255 -2017 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.013 C 999 480 VERT(CL):0.029 C 999 360 HORZ(LL):0.003 A - - HORZ(TL):0.007 A - - Creep Factor: 2.0 Max TC CSI:0.790 Max BC CSI:0.414 Max W eb CSI:0.412 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF11 Ply: 2 Qty:1 SEQN:14265 FLAT FROM: Cust: R 761 JRef:1WTP7610004 T258 DrwNo:080.20.1106.55380 JB /DF 03/20/2020 2 Complete Trusses Required W1 W7 7'3"8 2'6"7 2'6"7 4'7"5 2'0"15 7'3"8 2'8"3 2'6"7 2'6"7 4'11"5 2'4"15 7'3"8 2'4"31'11"412' A B C D EFGH 4X5 2X5 1.5X4 3X12 3X4 3X8 5X5 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x6 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; W1,W7 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows @ 4.00" o.c. (Each Row) Bot Chord: 1 Row @ 5.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 87 plf at 0.00 to 87 plf at 0.67 TC: From 414 plf at 0.67 to 414 plf at 6.00 TC: From 87 plf at 6.00 to 87 plf at 7.29 BC: From 10 plf at 0.00 to 10 plf at 7.29 TC: 2338 lb Conc. Load at 6.67 TC: 626 lb Conc. Load at 7.00 BC: 1304 lb Conc. Load at 0.42 BC: 99 lb Conc. Load at 1.23, 3.10, 5.10 BC: 142 lb Conc. Load at 6.27 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 2944 /-/-/-/415 /- E 4214 /-/-/-/554 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req =2.6 E Brg Width = 4.0 Min Req =3.7 Bearings H & E Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 200 -1246 B - C 200 -1246 Chords Tens.Comp. C - D 206 -1296 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 1442 -224 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 145 -882 A - G 1403 -225 C - F 97 -754 Webs Tens.Comp. F - D 1461 -234 D - E 255 -2017 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.013 C 999 480 VERT(CL):0.029 C 999 360 HORZ(LL):0.003 A - - HORZ(TL):0.007 A - - Creep Factor: 2.0 Max TC CSI:0.790 Max BC CSI:0.414 Max W eb CSI:0.412 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF11 Ply: 2 Qty:1 SEQN:14265 FLAT FROM: Cust: R 761 JRef:1WTP7610004 T258 DrwNo:080.20.1106.55380 JB /DF 03/20/2020 2 Complete Trusses Required W1 W7 7'3"8 2'6"7 2'6"7 4'7"5 2'0"15 7'3"8 2'8"3 2'6"7 2'6"7 4'11"5 2'4"15 7'3"8 2'4"31'11"412' A B C D EFGH 4X5 2X5 1.5X4 3X12 3X4 3X8 5X5 3X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 4.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 467 plf at 0.00 to 467 plf at 16.44 BC: From 18 plf at 0.00 to 18 plf at 16.44 Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Wall girder loading on this truss. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 3342 /-/-/404 /225 /46 J 4632 /-/-/566 /398 /- Wind reactions based on MWFRS A Brg Width = 4.0 Min Req =2.0 J Brg Width = 6.0 Min Req =2.8 Bearings A & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 223 -1656 B - C 209 -1535 C - D 289 -2230 Chords Tens.Comp. D - E 286 -2275 E - F 286 -2275 F - G 175 -1352 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 1376 -204 N - M 1355 -201 Chords Tens.Comp. M - L 2322 -298 L - K 1520 -195 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 979 -98 M - D 47 -450 E - L 45 -377 L - F 856 -103 Webs Tens.Comp. F - K 96 -814 K - G 1564 -185 G - J 155 -1312 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 E 999 480 VERT(CL):0.118 E 999 360 HORZ(LL):0.008 C - - HORZ(TL):0.024 C - - Creep Factor: 2.0 Max TC CSI:0.522 Max BC CSI:0.591 Max W eb CSI:0.441 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF12 Ply: 3 Qty:1 SEQN:14259 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T366 DrwNo:079.20.1313.41896 AK /DF 03/19/2020 3 Complete Trusses Required 3"4 13'8"2'6" 2'7"4 2'7"4 5'7"9 3'0"5 8'2"10 2'7"1 10'9"11 2'7"1 13'6" 2'8"5 16'5"4 2'11"4 2'9" 2'9" 5'4"1 2'7"1 8'2"10 2'10"9 11'1"11 2'11"1 13'10" 2'8"5 16'5"4 2'7"4 8"1 1'9"112' A B C D E F G H IJKLMN 5 12 2X5(C3)3X4(C3) 3X4 4X7 1.5X4 3X5 3X4 1.5X4 3X8 3X4 3X8 3X8 3X5 3X3 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 4.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 467 plf at 0.00 to 467 plf at 16.44 BC: From 18 plf at 0.00 to 18 plf at 16.44 Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Wall girder loading on this truss. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 3342 /-/-/404 /225 /46 J 4632 /-/-/566 /398 /- Wind reactions based on MWFRS A Brg Width = 4.0 Min Req =2.0 J Brg Width = 6.0 Min Req =2.8 Bearings A & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 223 -1656 B - C 209 -1535 C - D 289 -2230 Chords Tens.Comp. D - E 286 -2275 E - F 286 -2275 F - G 175 -1352 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 1376 -204 N - M 1355 -201 Chords Tens.Comp. M - L 2322 -298 L - K 1520 -195 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 979 -98 M - D 47 -450 E - L 45 -377 L - F 856 -103 Webs Tens.Comp. F - K 96 -814 K - G 1564 -185 G - J 155 -1312 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 E 999 480 VERT(CL):0.118 E 999 360 HORZ(LL):0.008 C - - HORZ(TL):0.024 C - - Creep Factor: 2.0 Max TC CSI:0.522 Max BC CSI:0.591 Max W eb CSI:0.441 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF12 Ply: 3 Qty:1 SEQN:14259 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T366 DrwNo:079.20.1313.41896 AK /DF 03/19/2020 3 Complete Trusses Required 3"4 13'8"2'6" 2'7"4 2'7"4 5'7"9 3'0"5 8'2"10 2'7"1 10'9"11 2'7"1 13'6" 2'8"5 16'5"4 2'11"4 2'9" 2'9" 5'4"1 2'7"1 8'2"10 2'10"9 11'1"11 2'11"1 13'10" 2'8"5 16'5"4 2'7"4 8"1 1'9"112' A B C D E F G H IJKLMN 5 12 2X5(C3)3X4(C3) 3X4 4X7 1.5X4 3X5 3X4 1.5X4 3X8 3X4 3X8 3X8 3X5 3X3 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; T2 2x6 SP M-26; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W5 2x4 SP 2250f-1.9E; W7 2x4 SP 2700f-2.2E; W 22 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 4.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition apply (1) 1/2" bolt, or 0.22"-0.25" min/max dia. X 4.5" length wood screw from each outside face, at each joint location. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 73 plf at -1.67 to 73 plf at 12.56 TC: From 120 plf at 12.56 to 120 plf at 27.83 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 27.83 TC: 5855 lb Conc. Load at 13.08 Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 4776 /-/-/996 /1817 /317 AA 4536 /-/-/767 /1886 /- Wind reactions based on MWFRS Z Brg Width = 8.0 Min Req =1.9 AA Brg Width = 6.0 Min Req =1.8 Bearings Z & AA Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 708 -1842 C - D 797 -2065 D - E 812 -2092 E - G 430 -40 F - H 2575 -6563 H - I 2557 -6515 Chords Tens.Comp. I - J 2137 -5363 J - K 2121 -5324 K - L 1531 -3784 L - M 1081 -2647 M - N 570 -1386 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 1678 -645 Y - X 1686 -648 X - W 1905 -735 W -V 6858 -2671 V - U 6908 -2690 Chords Tens.Comp. U - T 5420 -2159 T - S 5363 -2137 S - R 3970 -1605 R - Q 2806 -1146 Q - P 1558 -643 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W -E 2261 -867 W -F 2087 -5347 E - F 942 -2433 F - G 32 -1169 F - V 179 -506 F - U 167 -1003 U - I 1407 -511 I - T 215 -579 J - S 158 -379 Webs Tens.Comp. S - K 1663 -633 K - R 365 -915 R - L 1202 -473 L - Q 322 -781 Q - M 1339 -538 M - P 358 -846 P - N 1581 -650 N - O 353 -841 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.253 H 999 480 VERT(CL):0.549 H 605 360 HORZ(LL):0.096 G - - HORZ(TL):0.208 G - - Creep Factor: 2.0 Max TC CSI:0.297 Max BC CSI:0.570 Max W eb CSI:0.658 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF13 Ply: 5 Qty:1 SEQN:14139 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T8 DrwNo:079.20.1313.40428 AK /DF 03/19/2020 5 Complete Trusses Required T2 W5 W7 W22 27'10" 3'1"11 3'1"11 6'3"6 3'1"11 9'5" 3'1"11 12'6"11 3'1"11 14'3"10 1'8"14 16'0"8 1'8"14 18'5"12 2'5"4 20'7"2 2'1"6 22'10"4 2'3"2 25'1"6 2'3"2 27'10" 2'8"10 2'11"15 2'11"15 5'11"14 2'11"15 9'3"4 3'3"7 12'6"11 3'3"7 14'3"10 1'8"14 16'2"4 1'10"10 18'8" 2'5"12 20'10"10 2'2"10 23'1"12 2'3"2 25'5"6 2'3"10 27'10" 2'4"101'8" 7"12 1'11"45'10"96'5"112'A B C D E F G H I J K L M N OPQRSTUVWXYZAA 5 12 3X5(A1) 3X4 10X10 3X4 8X14 6X8 8X143X4 H1010 4X5 3X8 7X8 3X6 3X6 4X5 4X5 3X8 3X8 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; T2 2x6 SP M-26; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W5 2x4 SP 2250f-1.9E; W7 2x4 SP 2700f-2.2E; W 22 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 4.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition apply (1) 1/2" bolt, or 0.22"-0.25" min/max dia. X 4.5" length wood screw from each outside face, at each joint location. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 73 plf at -1.67 to 73 plf at 12.56 TC: From 120 plf at 12.56 to 120 plf at 27.83 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 27.83 TC: 5855 lb Conc. Load at 13.08 Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 4776 /-/-/996 /1817 /317 AA 4536 /-/-/767 /1886 /- Wind reactions based on MWFRS Z Brg Width = 8.0 Min Req =1.9 AA Brg Width = 6.0 Min Req =1.8 Bearings Z & AA Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 708 -1842 C - D 797 -2065 D - E 812 -2092 E - G 430 -40 F - H 2575 -6563 H - I 2557 -6515 Chords Tens.Comp. I - J 2137 -5363 J - K 2121 -5324 K - L 1531 -3784 L - M 1081 -2647 M - N 570 -1386 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 1678 -645 Y - X 1686 -648 X - W 1905 -735 W -V 6858 -2671 V - U 6908 -2690 Chords Tens.Comp. U - T 5420 -2159 T - S 5363 -2137 S - R 3970 -1605 R - Q 2806 -1146 Q - P 1558 -643 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W -E 2261 -867 W -F 2087 -5347 E - F 942 -2433 F - G 32 -1169 F - V 179 -506 F - U 167 -1003 U - I 1407 -511 I - T 215 -579 J - S 158 -379 Webs Tens.Comp. S - K 1663 -633 K - R 365 -915 R - L 1202 -473 L - Q 322 -781 Q - M 1339 -538 M - P 358 -846 P - N 1581 -650 N - O 353 -841 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.253 H 999 480 VERT(CL):0.549 H 605 360 HORZ(LL):0.096 G - - HORZ(TL):0.208 G - - Creep Factor: 2.0 Max TC CSI:0.297 Max BC CSI:0.570 Max W eb CSI:0.658 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF13 Ply: 5 Qty:1 SEQN:14139 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T8 DrwNo:079.20.1313.40428 AK /DF 03/19/2020 5 Complete Trusses Required T2 W5 W7 W22 27'10" 3'1"11 3'1"11 6'3"6 3'1"11 9'5" 3'1"11 12'6"11 3'1"11 14'3"10 1'8"14 16'0"8 1'8"14 18'5"12 2'5"4 20'7"2 2'1"6 22'10"4 2'3"2 25'1"6 2'3"2 27'10" 2'8"10 2'11"15 2'11"15 5'11"14 2'11"15 9'3"4 3'3"7 12'6"11 3'3"7 14'3"10 1'8"14 16'2"4 1'10"10 18'8" 2'5"12 20'10"10 2'2"10 23'1"12 2'3"2 25'5"6 2'3"10 27'10" 2'4"101'8" 7"12 1'11"45'10"96'5"112'A B C D E F G H I J K L M N OPQRSTUVWXYZAA 5 12 3X5(A1) 3X4 10X10 3X4 8X14 6X8 8X143X4 H1010 4X5 3X8 7X8 3X6 3X6 4X5 4X5 3X8 3X8 3X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W6 2x4 SP 2250f-1.9E; W22 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @10.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 73 plf at -1.67 to 73 plf at 13.27 TC: From 120 plf at 13.27 to 120 plf at 27.83 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 27.83 TC: 1088 lb Conc. Load at 13.27 Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 2211 /-/-/1001 /853 /338 AA 2301 /-/-/774 /1047 /- Wind reactions based on MWFRS Z Brg Width = 8.0 Min Req =1.5 AA Brg Width = 6.0 Min Req =1.5 Bearings Z & AA Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 514 -1296 C - D 560 -1398 D - E 559 -1374 F - H 1695 -4020 H - I 1682 -3989 Chords Tens.Comp. I - J 1568 -3637 J - K 1557 -3615 K - L 1243 -2819 L - M 920 -2063 M - N 505 -1124 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 1176 -560 Y - X 1181 -563 X - W 1281 -572 W -V 4416 -1830 V - U 4451 -1844 Chords Tens.Comp. U - T 3664 -1579 T - S 3637 -1568 S - R 2930 -1291 R - Q 2178 -972 Q - P 1262 -571 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W -E 1248 -490 W -F 1388 -3322 E - F 629 -1498 F - G 153 -391 F - U 223 -630 U - I 526 -159 S - K 843 -328 Webs Tens.Comp. K - R 238 -544 R - L 789 -332 L - Q 259 -563 Q - M 984 -429 M - P 324 -683 P - N 1281 -575 N - O 328 -706 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.200 G 999 480 VERT(CL):0.418 G 795 360 HORZ(LL):0.077 G - - HORZ(TL):0.162 G - - Creep Factor: 2.0 Max TC CSI:0.272 Max BC CSI:0.375 Max W eb CSI:0.561 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF14 Ply: 3 Qty:5 SEQN:14136 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T332 DrwNo:079.20.1313.42020 AK /DF 03/19/2020 3 Complete Trusses Required W6 W22 27'10" 3'1"11 3'1"11 6'3"6 3'1"11 9'5" 3'1"11 13'3"4 3'10"4 14'7"14 1'4"10 16'0"8 1'4"10 18'5"12 2'5"4 20'7"2 2'1"6 22'10"4 2'3"2 25'1"6 2'3"2 27'10" 2'8"10 2'11"15 2'11"15 5'11"14 2'11"15 9'3"4 3'3"7 13'3"4 4' 14'7"14 1'4"10 16'2"4 1'6"6 18'7"8 2'5"4 20'10"10 2'3"2 23'1"12 2'3"2 25'4"14 2'3"2 27'10" 2'5"21'8" 7"12 1'11"46'2"26'8"1012'A B C D E F G H I J K L M N OPQRSTUVWXYZAA 5 12 3X4(A1)1.5X4 7X10 4X6 8X14 1.5X6 H1010 2X4 3X8 1.5X4 1.5X4 3X5 3X5 4X5 4X5 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W6 2x4 SP 2250f-1.9E; W22 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @10.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 73 plf at -1.67 to 73 plf at 13.27 TC: From 120 plf at 13.27 to 120 plf at 27.83 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 27.83 TC: 1088 lb Conc. Load at 13.27 Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 2211 /-/-/1001 /853 /338 AA 2301 /-/-/774 /1047 /- Wind reactions based on MWFRS Z Brg Width = 8.0 Min Req =1.5 AA Brg Width = 6.0 Min Req =1.5 Bearings Z & AA Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 514 -1296 C - D 560 -1398 D - E 559 -1374 F - H 1695 -4020 H - I 1682 -3989 Chords Tens.Comp. I - J 1568 -3637 J - K 1557 -3615 K - L 1243 -2819 L - M 920 -2063 M - N 505 -1124 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 1176 -560 Y - X 1181 -563 X - W 1281 -572 W -V 4416 -1830 V - U 4451 -1844 Chords Tens.Comp. U - T 3664 -1579 T - S 3637 -1568 S - R 2930 -1291 R - Q 2178 -972 Q - P 1262 -571 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W -E 1248 -490 W -F 1388 -3322 E - F 629 -1498 F - G 153 -391 F - U 223 -630 U - I 526 -159 S - K 843 -328 Webs Tens.Comp. K - R 238 -544 R - L 789 -332 L - Q 259 -563 Q - M 984 -429 M - P 324 -683 P - N 1281 -575 N - O 328 -706 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.200 G 999 480 VERT(CL):0.418 G 795 360 HORZ(LL):0.077 G - - HORZ(TL):0.162 G - - Creep Factor: 2.0 Max TC CSI:0.272 Max BC CSI:0.375 Max W eb CSI:0.561 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF14 Ply: 3 Qty:5 SEQN:14136 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T332 DrwNo:079.20.1313.42020 AK /DF 03/19/2020 3 Complete Trusses Required W6 W22 27'10" 3'1"11 3'1"11 6'3"6 3'1"11 9'5" 3'1"11 13'3"4 3'10"4 14'7"14 1'4"10 16'0"8 1'4"10 18'5"12 2'5"4 20'7"2 2'1"6 22'10"4 2'3"2 25'1"6 2'3"2 27'10" 2'8"10 2'11"15 2'11"15 5'11"14 2'11"15 9'3"4 3'3"7 13'3"4 4' 14'7"14 1'4"10 16'2"4 1'6"6 18'7"8 2'5"4 20'10"10 2'3"2 23'1"12 2'3"2 25'4"14 2'3"2 27'10" 2'5"21'8" 7"12 1'11"46'2"26'8"1012'A B C D E F G H I J K L M N OPQRSTUVWXYZAA 5 12 3X4(A1)1.5X4 7X10 4X6 8X14 1.5X6 H1010 2X4 3X8 1.5X4 1.5X4 3X5 3X5 4X5 4X5 3X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W22 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 70 plf at 0.00 to 70 plf at 13.33 TC: From 120 plf at 13.33 to 120 plf at 16.75 TC: From 70 plf at 16.75 to 70 plf at 23.83 TC: From 35 plf at 23.83 to 35 plf at 27.83 BC: From 20 plf at 0.00 to 20 plf at 13.33 BC: From 10 plf at 13.33 to 10 plf at 16.75 BC: From 20 plf at 16.75 to 20 plf at 23.83 BC: From 75 plf at 23.83 to 75 plf at 27.83 TC: 560 lb Conc. Load at 13.50 Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS. Additional Notes Refer to General Notes for additional information Special loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 30 plf at 0.00 to 30 plf at 13.33 TC: From 15 plf at 13.33 to 15 plf at 16.75 TC: From 30 plf at 16.75 to 30 plf at 23.83 TC: From 15 plf at 23.83 to 15 plf at 27.83 BC: From 20 plf at 0.00 to 20 plf at 13.33 BC: From 10 plf at 13.33 to 10 plf at 16.75 BC: From 20 plf at 16.75 to 20 plf at 23.83 BC: From 75 plf at 23.83 to 75 plf at 27.83 It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 1618 /-/-/1001 /631 /338 AA 1664 /-/-/774 /729 /- Wind reactions based on MWFRS Z Brg Width = 8.0 Min Req =1.5 AA Brg Width = 6.0 Min Req =1.5 Bearings Z & AA Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 477 -1035 C - D 511 -1079 D - E 497 -1037 F - H 1441 -2898 H - I 1431 -2863 Chords Tens.Comp. I - J 1318 -2614 J - K 1310 -2600 K - L 1028 -2012 L - M 754 -1474 M - N 411 -810 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 941 -560 Y - X 944 -563 X - W 985 -571 W -V 3101 -1567 V - U 3131 -1582 Chords Tens.Comp. U - T 2636 -1329 T - S 2614 -1318 S - R 2091 -1068 R - Q 1553 -796 Q - P 900 -463 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W -E 916 -448 W -F 1090 -2266 E - F 634 -1127 S - K 625 -297 K - R 200 -389 R - L 564 -284 Webs Tens.Comp. L - Q 210 -389 Q - M 705 -357 M - P 256 -442 P - N 924 -469 N - O 262 -489 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.149 G 999 480 VERT(CL):0.315 G 999 360 HORZ(LL):0.058 G - - HORZ(TL):0.122 G - - Creep Factor: 2.0 Max TC CSI:0.179 Max BC CSI:0.227 Max W eb CSI:0.423 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF15 Ply: 3 Qty:1 SEQN:14145 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T369 DrwNo:079.20.1313.42675 AK /DF 03/19/2020 3 Complete Trusses Required W22 27'10" 3'1"11 3'1"11 6'3"6 3'1"11 9'5" 3'1"11 13'3"4 3'10"4 14'9"10 1'6"6 16'0"8 1'2"14 18'5"12 2'5"4 20'7"2 2'1"6 22'10"4 2'3"2 25'1"6 2'3"2 27'10" 2'8"10 2'11"15 2'11"15 5'11"14 2'11"15 9'3"4 3'3"7 13'1"8 3'10"4 14'9"10 1'8"2 16'2"4 1'4"10 18'7"8 2'5"4 20'10"10 2'3"2 23'1"12 2'3"2 25'4"14 2'3"2 27'10" 2'5"21'8" 7"12 1'11"46'2"26'8"1012'A B C D E F G H I J K L M N OPQRSTUVWXYZAA 5 12 3X4(A1)1.5X4 5X8 3X5 8X14 1.5X4 10X10 1.5X4 3X8 1.5X4 1.5X4 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W22 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 70 plf at 0.00 to 70 plf at 13.33 TC: From 120 plf at 13.33 to 120 plf at 16.75 TC: From 70 plf at 16.75 to 70 plf at 23.83 TC: From 35 plf at 23.83 to 35 plf at 27.83 BC: From 20 plf at 0.00 to 20 plf at 13.33 BC: From 10 plf at 13.33 to 10 plf at 16.75 BC: From 20 plf at 16.75 to 20 plf at 23.83 BC: From 75 plf at 23.83 to 75 plf at 27.83 TC: 560 lb Conc. Load at 13.50 Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS. Additional Notes Refer to General Notes for additional information Special loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 30 plf at 0.00 to 30 plf at 13.33 TC: From 15 plf at 13.33 to 15 plf at 16.75 TC: From 30 plf at 16.75 to 30 plf at 23.83 TC: From 15 plf at 23.83 to 15 plf at 27.83 BC: From 20 plf at 0.00 to 20 plf at 13.33 BC: From 10 plf at 13.33 to 10 plf at 16.75 BC: From 20 plf at 16.75 to 20 plf at 23.83 BC: From 75 plf at 23.83 to 75 plf at 27.83 It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 1618 /-/-/1001 /631 /338 AA 1664 /-/-/774 /729 /- Wind reactions based on MWFRS Z Brg Width = 8.0 Min Req =1.5 AA Brg Width = 6.0 Min Req =1.5 Bearings Z & AA Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 477 -1035 C - D 511 -1079 D - E 497 -1037 F - H 1441 -2898 H - I 1431 -2863 Chords Tens.Comp. I - J 1318 -2614 J - K 1310 -2600 K - L 1028 -2012 L - M 754 -1474 M - N 411 -810 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 941 -560 Y - X 944 -563 X - W 985 -571 W -V 3101 -1567 V - U 3131 -1582 Chords Tens.Comp. U - T 2636 -1329 T - S 2614 -1318 S - R 2091 -1068 R - Q 1553 -796 Q - P 900 -463 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W -E 916 -448 W -F 1090 -2266 E - F 634 -1127 S - K 625 -297 K - R 200 -389 R - L 564 -284 Webs Tens.Comp. L - Q 210 -389 Q - M 705 -357 M - P 256 -442 P - N 924 -469 N - O 262 -489 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.149 G 999 480 VERT(CL):0.315 G 999 360 HORZ(LL):0.058 G - - HORZ(TL):0.122 G - - Creep Factor: 2.0 Max TC CSI:0.179 Max BC CSI:0.227 Max W eb CSI:0.423 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF15 Ply: 3 Qty:1 SEQN:14145 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T369 DrwNo:079.20.1313.42675 AK /DF 03/19/2020 3 Complete Trusses Required W22 27'10" 3'1"11 3'1"11 6'3"6 3'1"11 9'5" 3'1"11 13'3"4 3'10"4 14'9"10 1'6"6 16'0"8 1'2"14 18'5"12 2'5"4 20'7"2 2'1"6 22'10"4 2'3"2 25'1"6 2'3"2 27'10" 2'8"10 2'11"15 2'11"15 5'11"14 2'11"15 9'3"4 3'3"7 13'1"8 3'10"4 14'9"10 1'8"2 16'2"4 1'4"10 18'7"8 2'5"4 20'10"10 2'3"2 23'1"12 2'3"2 25'4"14 2'3"2 27'10" 2'5"21'8" 7"12 1'11"46'2"26'8"1012'A B C D E F G H I J K L M N OPQRSTUVWXYZAA 5 12 3X4(A1)1.5X4 5X8 3X5 8X14 1.5X4 10X10 1.5X4 3X8 1.5X4 1.5X4 3X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 7.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 73 plf at -1.67 to 73 plf at 16.77 TC: From 344 plf at 16.77 to 344 plf at 23.83 TC: From 73 plf at 23.83 to 73 plf at 27.83 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 27.83 Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Y 1963 /-/-/977 /645 /320 N 2682 /-/-/743 /828 /- Wind reactions based on MWFRS Y Brg Width = 8.0 Min Req =1.7 N Brg Width = 6.0 Min Req =2.4 Bearings Y & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 753 -1684 C - D 817 -1817 D - E 764 -1699 E - F 670 -1560 F - G 660 -1429 Chords Tens.Comp. H - J 2049 -5102 J - K 2014 -5508 K - L 1711 -4968 L - M 1313 -3862 M - N 928 -2636 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1525 -859 X - W 1531 -862 W -V 1662 -888 V - U 1545 -793 U - T 1326 -566 T - S 5015 -1937 Chords Tens.Comp. S - R 5548 -1978 R - Q 5110 -1698 Q - P 4078 -1311 P - O 2383 -803 O - N 2393 -806 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - U 464 -166 G - T 2482 -928 G - H 1368 -3096 T - H 1776 -4780 S - J 192 -594 Webs Tens.Comp. R - K 511 -320 K - Q 265 -699 Q - L 1143 -429 L - P 365 -1066 P - M 1794 -586 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.202 S 999 480 VERT(CL):0.482 S 685 360 HORZ(LL):0.060 F - - HORZ(TL):0.143 F - - Creep Factor: 2.0 Max TC CSI:0.457 Max BC CSI:0.540 Max W eb CSI:0.813 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF16 Ply: 2 Qty:1 SEQN:14159 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T368 DrwNo:079.20.1313.30117 AK /DF 03/19/2020 2 Complete Trusses Required 27'10" 3'1"11 3'1"11 6'3"6 3'1"11 9'5" 3'1"11 13'0"12 3'7"12 14'11"4 1'10"8 16'9"4 1'10" 18'6"2 1'8"14 20'6"8 2'0"6 22'6"15 2'0"6 24'10"13 2'3"14 27'10" 2'11"3 2'11"15 2'11"15 5'11"14 2'11"15 9'1"8 3'1"11 13'2"8 4'1" 14'11"12 1'9"4 16'9"4 1'9"8 18'9"10 2'0"6 20'10" 2'0"6 22'10"7 2'0"6 24'9"1 1'10"10 27'10" 3'0"151'8" 7"12 8"9 1'11"46'1"16'7"1012'A B C D E F G H I J K L M N OPQRSTUVWXY 5 12 3X5(A1)1.5X4 5X5 10X10 8X12 7X8 8X12 1.5X4 4X4 4X4 4X7 1.5X4 5X10 3X8(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 7.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 73 plf at -1.67 to 73 plf at 16.77 TC: From 344 plf at 16.77 to 344 plf at 23.83 TC: From 73 plf at 23.83 to 73 plf at 27.83 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 27.83 Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Y 1963 /-/-/977 /645 /320 N 2682 /-/-/743 /828 /- Wind reactions based on MWFRS Y Brg Width = 8.0 Min Req =1.7 N Brg Width = 6.0 Min Req =2.4 Bearings Y & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 753 -1684 C - D 817 -1817 D - E 764 -1699 E - F 670 -1560 F - G 660 -1429 Chords Tens.Comp. H - J 2049 -5102 J - K 2014 -5508 K - L 1711 -4968 L - M 1313 -3862 M - N 928 -2636 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1525 -859 X - W 1531 -862 W -V 1662 -888 V - U 1545 -793 U - T 1326 -566 T - S 5015 -1937 Chords Tens.Comp. S - R 5548 -1978 R - Q 5110 -1698 Q - P 4078 -1311 P - O 2383 -803 O - N 2393 -806 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - U 464 -166 G - T 2482 -928 G - H 1368 -3096 T - H 1776 -4780 S - J 192 -594 Webs Tens.Comp. R - K 511 -320 K - Q 265 -699 Q - L 1143 -429 L - P 365 -1066 P - M 1794 -586 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.202 S 999 480 VERT(CL):0.482 S 685 360 HORZ(LL):0.060 F - - HORZ(TL):0.143 F - - Creep Factor: 2.0 Max TC CSI:0.457 Max BC CSI:0.540 Max W eb CSI:0.813 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:TF16 Ply: 2 Qty:1 SEQN:14159 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T368 DrwNo:079.20.1313.30117 AK /DF 03/19/2020 2 Complete Trusses Required 27'10" 3'1"11 3'1"11 6'3"6 3'1"11 9'5" 3'1"11 13'0"12 3'7"12 14'11"4 1'10"8 16'9"4 1'10" 18'6"2 1'8"14 20'6"8 2'0"6 22'6"15 2'0"6 24'10"13 2'3"14 27'10" 2'11"3 2'11"15 2'11"15 5'11"14 2'11"15 9'1"8 3'1"11 13'2"8 4'1" 14'11"12 1'9"4 16'9"4 1'9"8 18'9"10 2'0"6 20'10" 2'0"6 22'10"7 2'0"6 24'9"1 1'10"10 27'10" 3'0"151'8" 7"12 8"9 1'11"46'1"16'7"1012'A B C D E F G H I J K L M N OPQRSTUVWXY 5 12 3X5(A1)1.5X4 5X5 10X10 8X12 7X8 8X12 1.5X4 4X4 4X4 4X7 1.5X4 5X10 3X8(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.925' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 7.00 TC: From 36 plf at 7.00 to 36 plf at 16.42 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 16.42 TC: 444 lb Conc. Load at 7.03 TC: 101 lb Conc. Load at 7.06 TC: 226 lb Conc. Load at 9.06,11.06,13.06,15.06 BC: 507 lb Conc. Load at 7.03 BC: 131 lb Conc. Load at 9.06,11.06,13.06,15.06 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1781 /-/-/-/944 /- G 1942 /-/-/-/1030 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.8 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1689 -3166 C - D 1646 -3112 Chords Tens.Comp. D - E 1190 -2245 E - F 1190 -2244 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2796 -1464 Chords Tens.Comp. I - H 2822 -1468 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - I 642 -68 D - H 340 -706 E - H 612 -782 Webs Tens.Comp. H - F 2717 -1440 F - G 1021 -1812 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.088 C 999 360 VERT(CL):0.144 I 999 240 HORZ(LL):-0.038 C - - HORZ(TL):0.054 C - - Creep Factor: 2.0 Max TC CSI:0.803 Max BC CSI:0.436 Max W eb CSI:0.760 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T1 Ply: 1 Qty:4 SEQN:11509 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T10 DrwNo:079.20.1313.36873 AK /DF 03/19/2020 16'5"1 7' 7' 11'8"8 4'8"8 16'5"1 4'8"8 7'1"12 7'1"12 11'8"8 4'6"12 16'5"1 4'8"81'8" 8"3 3'7"33'11"220'A B C D E F GHI 5 12 6X6(E1) 3X4 5X8 2X4 2X4 5X10 5X8 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.925' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 7.00 TC: From 36 plf at 7.00 to 36 plf at 16.42 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 16.42 TC: 444 lb Conc. Load at 7.03 TC: 101 lb Conc. Load at 7.06 TC: 226 lb Conc. Load at 9.06,11.06,13.06,15.06 BC: 507 lb Conc. Load at 7.03 BC: 131 lb Conc. Load at 9.06,11.06,13.06,15.06 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1781 /-/-/-/944 /- G 1942 /-/-/-/1030 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.8 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1689 -3166 C - D 1646 -3112 Chords Tens.Comp. D - E 1190 -2245 E - F 1190 -2244 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2796 -1464 Chords Tens.Comp. I - H 2822 -1468 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - I 642 -68 D - H 340 -706 E - H 612 -782 Webs Tens.Comp. H - F 2717 -1440 F - G 1021 -1812 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.088 C 999 360 VERT(CL):0.144 I 999 240 HORZ(LL):-0.038 C - - HORZ(TL):0.054 C - - Creep Factor: 2.0 Max TC CSI:0.803 Max BC CSI:0.436 Max W eb CSI:0.760 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T1 Ply: 1 Qty:4 SEQN:11509 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T10 DrwNo:079.20.1313.36873 AK /DF 03/19/2020 16'5"1 7' 7' 11'8"8 4'8"8 16'5"1 4'8"8 7'1"12 7'1"12 11'8"8 4'6"12 16'5"1 4'8"81'8" 8"3 3'7"33'11"220'A B C D E F GHI 5 12 6X6(E1) 3X4 5X8 2X4 2X4 5X10 5X8 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W3 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Loading Truss supports 400# mech unit; unit centered at 9-0-0; supported by BC; unit width 2-0-0; supported by 4 trusses. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1024 /-/-/643 /448 /253 F 852 /-/-/443 /412 /- Wind reactions based on MWFRS H Brg Width = 8.0 Min Req =1.6 F Brg Width = -Min Req =- Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 971 -1433 C - D 685 -1118 Chords Tens.Comp. D - E 740 -987 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1263 -1154 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 442 -298 G - E 1105 -828 Webs Tens.Comp. E - F 595 -771 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 D 999 360 VERT(CL):0.055 D 999 240 HORZ(LL):-0.004 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.122 Max W eb CSI:0.491 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T2 Ply: 1 Qty:4 SEQN:13913 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T160 DrwNo:079.20.1313.42769 AK /DF 03/19/2020 T2 W3 16'5"1 4'6" 4'6" 9' 4'6" 16'5"1 7'5"1 9'1"12 9'1"12 16'5"1 7'3"51'8" 8"3 4'5"34'9"220'A B C D E FGH 5 12 4X4(A1) 1.5X4 5X5 10X10 4X4 3X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W3 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Loading Truss supports 400# mech unit; unit centered at 9-0-0; supported by BC; unit width 2-0-0; supported by 4 trusses. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1024 /-/-/643 /448 /253 F 852 /-/-/443 /412 /- Wind reactions based on MWFRS H Brg Width = 8.0 Min Req =1.6 F Brg Width = -Min Req =- Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 971 -1433 C - D 685 -1118 Chords Tens.Comp. D - E 740 -987 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1263 -1154 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 442 -298 G - E 1105 -828 Webs Tens.Comp. E - F 595 -771 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 D 999 360 VERT(CL):0.055 D 999 240 HORZ(LL):-0.004 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.122 Max W eb CSI:0.491 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T2 Ply: 1 Qty:4 SEQN:13913 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T160 DrwNo:079.20.1313.42769 AK /DF 03/19/2020 T2 W3 16'5"1 4'6" 4'6" 9' 4'6" 16'5"1 7'5"1 9'1"12 9'1"12 16'5"1 7'3"51'8" 8"3 4'5"34'9"220'A B C D E FGH 5 12 4X4(A1) 1.5X4 5X5 10X10 4X4 3X10 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Loading Truss supports 400# mech unit; unit centered at 9-0-0; supported by BC; unit width 2-0-0; supported by 4 trusses. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 1024 /-/-/648 /443 /305 F 852 /-/-/456 /430 /- Wind reactions based on MWFRS I Brg Width = 8.0 Min Req =1.6 F Brg Width = -Min Req =- Bearing I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 815 -1423 Chords Tens.Comp. C - D 492 -848 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1252 -1066 H - G 1250 -1069 Chords Tens.Comp. G - F 700 -555 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 568 -608 D - G 557 -274 Webs Tens.Comp. D - F 742 -936 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.63 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 H 999 360 VERT(CL):0.054 H 999 240 HORZ(LL):-0.004 F - - HORZ(TL):0.009 F - - Creep Factor: 2.0 Max TC CSI:0.737 Max BC CSI:0.131 Max W eb CSI:0.762 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T3 Ply: 1 Qty:4 SEQN:13917 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T159 DrwNo:079.20.1313.35358 AK /DF 03/19/2020 16'5"1 5'7"12 5'7"12 11' 5'4"4 16'5"1 5'5"1 5'6" 5'6" 11' 5'6" 16'0"1 5'0"1 16'5"1 5" 1'8" 8"3 5'3"35'7"220'A B C D E FGHI 5 12 4X4(A1) 10X10 3X4 4X7 3X4 1.5X4 10X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Loading Truss supports 400# mech unit; unit centered at 9-0-0; supported by BC; unit width 2-0-0; supported by 4 trusses. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 1024 /-/-/648 /443 /305 F 852 /-/-/456 /430 /- Wind reactions based on MWFRS I Brg Width = 8.0 Min Req =1.6 F Brg Width = -Min Req =- Bearing I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 815 -1423 Chords Tens.Comp. C - D 492 -848 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1252 -1066 H - G 1250 -1069 Chords Tens.Comp. G - F 700 -555 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 568 -608 D - G 557 -274 Webs Tens.Comp. D - F 742 -936 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.63 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 H 999 360 VERT(CL):0.054 H 999 240 HORZ(LL):-0.004 F - - HORZ(TL):0.009 F - - Creep Factor: 2.0 Max TC CSI:0.737 Max BC CSI:0.131 Max W eb CSI:0.762 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T3 Ply: 1 Qty:4 SEQN:13917 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T159 DrwNo:079.20.1313.35358 AK /DF 03/19/2020 16'5"1 5'7"12 5'7"12 11' 5'4"4 16'5"1 5'5"1 5'6" 5'6" 11' 5'6" 16'0"1 5'0"1 16'5"1 5" 1'8" 8"3 5'3"35'7"220'A B C D E FGHI 5 12 4X4(A1) 10X10 3X4 4X7 3X4 1.5X4 10X10 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Loading Truss supports 400# mech unit; unit centered at 9-0-0; supported by BC; unit width 2-0-0; supported by 4 trusses. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 1024 /-/-/655 /435 /359 F 852 /-/-/474 /452 /- Wind reactions based on MWFRS I Brg Width = 8.0 Min Req =1.6 F Brg Width = -Min Req =- Bearing I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 718 -1419 Chords Tens.Comp. C - D 274 -589 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1238 -1026 H - G 1233 -1027 Chords Tens.Comp. G - F 445 -367 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 727 -868 D - G 609 -328 Webs Tens.Comp. D - F 709 -858 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.04 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 H 999 360 VERT(CL):0.058 H 999 240 HORZ(LL):-0.005 E - - HORZ(TL):0.013 E - - Creep Factor: 2.0 Max TC CSI:0.766 Max BC CSI:0.134 Max W eb CSI:0.776 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T4 Ply: 1 Qty:4 SEQN:13921 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T154 DrwNo:079.20.1313.28760 AK /DF 03/19/2020 16'5"1 6'7"12 6'7"12 13' 6'4"4 16'5"1 3'5"1 6'6" 6'6" 13' 6'6" 16'0"1 3'0"1 16'5"1 5" 1'8" 8"3 6'1"36'5"220'A B C D E FGHI 5 12 4X4(A1) 10X10 3X4 4X7 3X4 1.5X4 10X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Loading Truss supports 400# mech unit; unit centered at 9-0-0; supported by BC; unit width 2-0-0; supported by 4 trusses. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 1024 /-/-/655 /435 /359 F 852 /-/-/474 /452 /- Wind reactions based on MWFRS I Brg Width = 8.0 Min Req =1.6 F Brg Width = -Min Req =- Bearing I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 718 -1419 Chords Tens.Comp. C - D 274 -589 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1238 -1026 H - G 1233 -1027 Chords Tens.Comp. G - F 445 -367 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 727 -868 D - G 609 -328 Webs Tens.Comp. D - F 709 -858 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.04 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 H 999 360 VERT(CL):0.058 H 999 240 HORZ(LL):-0.005 E - - HORZ(TL):0.013 E - - Creep Factor: 2.0 Max TC CSI:0.766 Max BC CSI:0.134 Max W eb CSI:0.776 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T4 Ply: 1 Qty:4 SEQN:13921 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T154 DrwNo:079.20.1313.28760 AK /DF 03/19/2020 16'5"1 6'7"12 6'7"12 13' 6'4"4 16'5"1 3'5"1 6'6" 6'6" 13' 6'6" 16'0"1 3'0"1 16'5"1 5" 1'8" 8"3 6'1"36'5"220'A B C D E FGHI 5 12 4X4(A1) 10X10 3X4 4X7 3X4 1.5X4 10X10 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W2 2x4 SP 2700f-2.2E; Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Truss supports 400# mech unit; unit centered at 9-0-0; supported by BC; unit width 2-0-0; supported by 4 trusses. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1045 /-/-/659 /424 /413 F 961 /-/-/494 /476 /- Wind reactions based on MWFRS H Brg Width = 8.0 Min Req =1.7 F Brg Width = -Min Req =- Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 599 -1478 Chords Tens.Comp. C - D 860 -1477 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1283 -968 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 702 -587 G - D 1453 -1026 Webs Tens.Comp. D - F 726 -732 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.46 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.030 C 999 360 VERT(CL):0.071 C 999 240 HORZ(LL):-0.010 E - - HORZ(TL):0.023 E - - Creep Factor: 2.0 Max TC CSI:0.511 Max BC CSI:0.141 Max W eb CSI:0.811 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T5 Ply: 1 Qty:4 SEQN:13925 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T161 DrwNo:079.20.1313.41084 AK /DF 03/19/2020 T3 W2 16'5"1 7'5"10 7'5"10 15' 7'6"6 16'5"1 1'5"1 7'7"12 7'7"12 15'10"1 8'2"5 16'5"1 7" 1'8" 8"3 6'11"37'3"220'A B C D E FGH 5 12 4X4(A1) 5X5 10X10 5X5 1.5X4 12X14 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W2 2x4 SP 2700f-2.2E; Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Truss supports 400# mech unit; unit centered at 9-0-0; supported by BC; unit width 2-0-0; supported by 4 trusses. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1045 /-/-/659 /424 /413 F 961 /-/-/494 /476 /- Wind reactions based on MWFRS H Brg Width = 8.0 Min Req =1.7 F Brg Width = -Min Req =- Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 599 -1478 Chords Tens.Comp. C - D 860 -1477 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1283 -968 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 702 -587 G - D 1453 -1026 Webs Tens.Comp. D - F 726 -732 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.46 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.030 C 999 360 VERT(CL):0.071 C 999 240 HORZ(LL):-0.010 E - - HORZ(TL):0.023 E - - Creep Factor: 2.0 Max TC CSI:0.511 Max BC CSI:0.141 Max W eb CSI:0.811 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T5 Ply: 1 Qty:4 SEQN:13925 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T161 DrwNo:079.20.1313.41084 AK /DF 03/19/2020 T3 W2 16'5"1 7'5"10 7'5"10 15' 7'6"6 16'5"1 1'5"1 7'7"12 7'7"12 15'10"1 8'2"5 16'5"1 7" 1'8" 8"3 6'11"37'3"220'A B C D E FGH 5 12 4X4(A1) 5X5 10X10 5X5 1.5X4 12X14 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 924 /-/-/655 /408 /453 G 752 /-/-/517 /504 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 679 -1336 C - D 586 -1229 Chords Tens.Comp. D - E 317 -754 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1082 -1013 I - H 1078 -1013 Chords Tens.Comp. H - G 615 -591 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - H 462 -500 H - E 429 -215 Webs Tens.Comp. E - G 791 -823 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.037 C 999 360 VERT(CL):0.057 I 999 240 HORZ(LL):-0.018 C - - HORZ(TL):0.023 G - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.507 Max W eb CSI:0.759 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T6 Ply: 1 Qty:24 SEQN:11536 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T153 DrwNo:079.20.1313.40663 AK /DF 03/19/2020 16'5"1 5'5"5 5'5"5 10'11"6 5'6"1 16'5"1 5'5"11 5'3"15 5'3"15 10'7"14 5'3"15 16'5"1 5'9"31'8" 8"3 7'6"57'10"420'A B C D E F GHI 5 12 3X6(E5) 3X4 1.5X4 5X5 3X4 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 924 /-/-/655 /408 /453 G 752 /-/-/517 /504 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 679 -1336 C - D 586 -1229 Chords Tens.Comp. D - E 317 -754 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1082 -1013 I - H 1078 -1013 Chords Tens.Comp. H - G 615 -591 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - H 462 -500 H - E 429 -215 Webs Tens.Comp. E - G 791 -823 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.037 C 999 360 VERT(CL):0.057 I 999 240 HORZ(LL):-0.018 C - - HORZ(TL):0.023 G - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.507 Max W eb CSI:0.759 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T6 Ply: 1 Qty:24 SEQN:11536 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T153 DrwNo:079.20.1313.40663 AK /DF 03/19/2020 16'5"1 5'5"5 5'5"5 10'11"6 5'6"1 16'5"1 5'5"11 5'3"15 5'3"15 10'7"14 5'3"15 16'5"1 5'9"31'8" 8"3 7'6"57'10"420'A B C D E F GHI 5 12 3X6(E5) 3X4 1.5X4 5X5 3X4 3X4 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.75" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition apply (1) 1/2" bolt or 0.22"-0.25" min/max dia. X 6.0" length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 58 plf at -1.67 to 58 plf at 57.00 BC: From 17 plf at -1.67 to 17 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 16.84 BC: From 48 plf at 16.84 to 48 plf at 19.67 BC: From 16 plf at 19.67 to 16 plf at 24.09 BC: From 48 plf at 24.09 to 48 plf at 27.09 BC: From 16 plf at 27.09 to 16 plf at 35.70 BC: From 48 plf at 35.70 to 48 plf at 38.62 BC: From 16 plf at 38.62 to 16 plf at 55.33 BC: From 17 plf at 55.33 to 17 plf at 57.00 BC: 1942 lb Conc. Load at 7.06,48.27 BC: 852 lb Conc. Load at 9.06,11.06,13.06,42.27 44.27,46.27 BC: 961 lb Conc. Load at 15.06,40.27 BC: 752 lb Conc. Load at 17.06,19.06,21.06,23.06 25.06,27.06,29.06,31.06,33.06,35.06,37.06,38.27 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DW G to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. ++ 4-(0.128"x3.0") nails opposite face of hanger after the third ply is attached. 2-(0.128"x3.0") nails after the fourth ply is attached. ++ Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 12229 /-/-/-/6714 /- K 12331 /-/-/-/6787 /- Wind reactions based on MWFRS U Brg Width = 8.0 Min Req =6.1 K Brg Width = 8.0 Min Req =6.1 Bearings U & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3922 -7115 C - D 3839 -6909 D - E 3454 -6112 E - F 3756 -6558 F - G 3780 -6588 Chords Tens.Comp. G - H 3780 -6588 H - I 3505 -6185 I - J 3883 -6971 J - K 3966 -7177 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 6504 -3584 T - S 6501 -3583 S - R 6354 -3532 R - Q 5637 -3184 Q - P 6562 -3759 Chords Tens.Comp. P - O 5704 -3231 O - N 6411 -3572 N - M 6557 -3622 M - K 6560 -3624 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - D 814 -378 D - R 459 -946 E - R 1338 -697 E - Q 1260 -783 Webs Tens.Comp. P - H 1198 -745 H - O 1416 -747 O - I 451 -933 I - N 802 -370 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.309 G 999 360 VERT(CL):0.579 G 999 240 HORZ(LL):-0.099 M - - HORZ(TL):0.188 M - - Creep Factor: 2.0 Max TC CSI:0.153 Max BC CSI:0.460 Max W eb CSI:0.320 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T7 Ply: 4 Qty:2 SEQN:13928 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T200 DrwNo:079.20.1313.38369 AK /DF 03/19/2020 4 Complete Trusses Required 55'4" 5'6" 5'6" 11'1"11 5'7"12 16'5"1 5'3"6 24'1"6 7'8"5 31'4"6 7'3"1 38'10"15 7'6"9 44'2"5 5'3"6 49'10" 5'7"12 55'4" 5'6" 5'5"2 5'5"2 10'10"3 5'5"2 16'5"1 5'6"14 23'9"14 7'4"13 31'4"6 7'6"9 38'10"15 7'6"9 44'5"13 5'6"14 49'10"14 5'5"2 55'4" 5'5"21'8" 1'8" 8"37'6"58'2"520'A B C D E F G H I J K L MNOPQRSTU 5 12 5X12(A1)1.5X4 10X10 10X10 3X4 8X8 10X10 4X5 10X10 1.5X4 10X10 8X8 10X10 3X4 10X10 10X10 1.5X4 5X12(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.75" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition apply (1) 1/2" bolt or 0.22"-0.25" min/max dia. X 6.0" length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 58 plf at -1.67 to 58 plf at 57.00 BC: From 17 plf at -1.67 to 17 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 16.84 BC: From 48 plf at 16.84 to 48 plf at 19.67 BC: From 16 plf at 19.67 to 16 plf at 24.09 BC: From 48 plf at 24.09 to 48 plf at 27.09 BC: From 16 plf at 27.09 to 16 plf at 35.70 BC: From 48 plf at 35.70 to 48 plf at 38.62 BC: From 16 plf at 38.62 to 16 plf at 55.33 BC: From 17 plf at 55.33 to 17 plf at 57.00 BC: 1942 lb Conc. Load at 7.06,48.27 BC: 852 lb Conc. Load at 9.06,11.06,13.06,42.27 44.27,46.27 BC: 961 lb Conc. Load at 15.06,40.27 BC: 752 lb Conc. Load at 17.06,19.06,21.06,23.06 25.06,27.06,29.06,31.06,33.06,35.06,37.06,38.27 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DW G to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. ++ 4-(0.128"x3.0") nails opposite face of hanger after the third ply is attached. 2-(0.128"x3.0") nails after the fourth ply is attached. ++ Note: Truss not designed to be installed in reverse orientation. Truss must be installed as shown. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 12229 /-/-/-/6714 /- K 12331 /-/-/-/6787 /- Wind reactions based on MWFRS U Brg Width = 8.0 Min Req =6.1 K Brg Width = 8.0 Min Req =6.1 Bearings U & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3922 -7115 C - D 3839 -6909 D - E 3454 -6112 E - F 3756 -6558 F - G 3780 -6588 Chords Tens.Comp. G - H 3780 -6588 H - I 3505 -6185 I - J 3883 -6971 J - K 3966 -7177 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 6504 -3584 T - S 6501 -3583 S - R 6354 -3532 R - Q 5637 -3184 Q - P 6562 -3759 Chords Tens.Comp. P - O 5704 -3231 O - N 6411 -3572 N - M 6557 -3622 M - K 6560 -3624 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - D 814 -378 D - R 459 -946 E - R 1338 -697 E - Q 1260 -783 Webs Tens.Comp. P - H 1198 -745 H - O 1416 -747 O - I 451 -933 I - N 802 -370 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.309 G 999 360 VERT(CL):0.579 G 999 240 HORZ(LL):-0.099 M - - HORZ(TL):0.188 M - - Creep Factor: 2.0 Max TC CSI:0.153 Max BC CSI:0.460 Max W eb CSI:0.320 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T7 Ply: 4 Qty:2 SEQN:13928 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T200 DrwNo:079.20.1313.38369 AK /DF 03/19/2020 4 Complete Trusses Required 55'4" 5'6" 5'6" 11'1"11 5'7"12 16'5"1 5'3"6 24'1"6 7'8"5 31'4"6 7'3"1 38'10"15 7'6"9 44'2"5 5'3"6 49'10" 5'7"12 55'4" 5'6" 5'5"2 5'5"2 10'10"3 5'5"2 16'5"1 5'6"14 23'9"14 7'4"13 31'4"6 7'6"9 38'10"15 7'6"9 44'5"13 5'6"14 49'10"14 5'5"2 55'4" 5'5"21'8" 1'8" 8"37'6"58'2"520'A B C D E F G H I J K L MNOPQRSTU 5 12 5X12(A1)1.5X4 10X10 10X10 3X4 8X8 10X10 4X5 10X10 1.5X4 10X10 8X8 10X10 3X4 10X10 10X10 1.5X4 5X12(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; T6 2x6 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 2309 /-/-/1430 /899 /282 V 2303 /-/-/1430 /900 /- Wind reactions based on MWFRS U Brg Width = 8.0 Min Req =3.7 V Brg Width = 8.0 Min Req =3.7 Bearings U & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3379 -4731 C - D 3257 -4460 D - E 2919 -3953 E - F 2984 -4028 F - G 2984 -4015 Chords Tens.Comp. G - H 2985 -4016 H - I 2920 -3938 I - J 3258 -4441 J - K 3295 -4599 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 4301 -2951 T - S 4301 -2952 S - R 4060 -2723 R - Q 3590 -2208 Q - P 4040 -2390 Chords Tens.Comp. P - O 3578 -2229 O - N 4049 -2745 N - M 4188 -2905 M - K 4184 -2901 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - R 679 -620 E - R 583 -457 E - Q 682 -458 Webs Tens.Comp. P - H 673 -456 H - O 585 -458 O - I 680 -621 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.09 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.175 G 999 360 VERT(CL):0.377 G 999 240 HORZ(LL):0.056 M - - HORZ(TL):0.119 M - - Creep Factor: 2.0 Max TC CSI:0.343 Max BC CSI:0.254 Max W eb CSI:0.735 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T8 Ply: 1 Qty:2 SEQN:13938 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T13 DrwNo:079.20.1313.41942 AK /DF 03/19/2020 T6 55'4" 6'1"1 6'1"1 12'2"8 6'1"7 18'0"4 5'9"12 24'7"12 6'7"8 30'10" 6'2"4 37'3"12 6'5"12 43'1"8 5'9"12 49'2"15 6'1"7 55'4" 6'1"1 5'11"8 5'11"8 11'11" 5'11"8 18'0"4 6'1"4 24'2" 6'1"12 30'10" 6'8" 37'3"12 6'5"12 43'5" 6'1"4 49'4"8 5'11"8 55'4" 5'11"81'8" 1'8" 8"38'2"58'10"5(W B1) 20'A B C D E F G H I J K L MNOPQRSTU V 5 12 5X8(A1)1.5X4 10X10 10X10 3X4 8X8 3X4 10X10 10X10 1.5X4 4X8 8X8 10X10 3X4 10X10 10X10 1.5X4 5X8(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; T6 2x6 SP #2; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 2309 /-/-/1430 /899 /282 V 2303 /-/-/1430 /900 /- Wind reactions based on MWFRS U Brg Width = 8.0 Min Req =3.7 V Brg Width = 8.0 Min Req =3.7 Bearings U & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3379 -4731 C - D 3257 -4460 D - E 2919 -3953 E - F 2984 -4028 F - G 2984 -4015 Chords Tens.Comp. G - H 2985 -4016 H - I 2920 -3938 I - J 3258 -4441 J - K 3295 -4599 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 4301 -2951 T - S 4301 -2952 S - R 4060 -2723 R - Q 3590 -2208 Q - P 4040 -2390 Chords Tens.Comp. P - O 3578 -2229 O - N 4049 -2745 N - M 4188 -2905 M - K 4184 -2901 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - R 679 -620 E - R 583 -457 E - Q 682 -458 Webs Tens.Comp. P - H 673 -456 H - O 585 -458 O - I 680 -621 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.09 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.175 G 999 360 VERT(CL):0.377 G 999 240 HORZ(LL):0.056 M - - HORZ(TL):0.119 M - - Creep Factor: 2.0 Max TC CSI:0.343 Max BC CSI:0.254 Max W eb CSI:0.735 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T8 Ply: 1 Qty:2 SEQN:13938 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T13 DrwNo:079.20.1313.41942 AK /DF 03/19/2020 T6 55'4" 6'1"1 6'1"1 12'2"8 6'1"7 18'0"4 5'9"12 24'7"12 6'7"8 30'10" 6'2"4 37'3"12 6'5"12 43'1"8 5'9"12 49'2"15 6'1"7 55'4" 6'1"1 5'11"8 5'11"8 11'11" 5'11"8 18'0"4 6'1"4 24'2" 6'1"12 30'10" 6'8" 37'3"12 6'5"12 43'5" 6'1"4 49'4"8 5'11"8 55'4" 5'11"81'8" 1'8" 8"38'2"58'10"5(W B1) 20'A B C D E F G H I J K L MNOPQRSTU V 5 12 5X8(A1)1.5X4 10X10 10X10 3X4 8X8 3X4 10X10 10X10 1.5X4 4X8 8X8 10X10 3X4 10X10 10X10 1.5X4 5X8(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 2287 /-/-/1433 /903 /303 K 2291 /-/-/1433 /903 /- Wind reactions based on MWFRS U Brg Width = 8.0 Min Req =3.6 K Brg Width = 8.0 Min Req =3.6 Bearings U & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3404 -4692 C - D 3224 -4333 D - E 2848 -3754 E - F 2834 -3670 F - G 2834 -3669 Chords Tens.Comp. G - H 2838 -3678 H - I 2848 -3764 I - J 3225 -4343 J - K 3404 -4701 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 4263 -2970 T - S 4263 -2971 S - R 3935 -2669 R - Q 3398 -2107 Q - P 3687 -2219 Chords Tens.Comp. P - O 3406 -2127 O - N 3945 -2691 N - M 4272 -2991 M - K 4272 -2990 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 416 -347 D - R 740 -707 E - R 624 -497 E - Q 494 -350 Webs Tens.Comp. P - H 505 -354 H - O 619 -492 O - I 742 -709 N - J 416 -346 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.42 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.154 F 999 360 VERT(CL):0.334 F 999 240 HORZ(LL):0.055 M - - HORZ(TL):0.118 M - - Creep Factor: 2.0 Max TC CSI:0.090 Max BC CSI:0.211 Max W eb CSI:0.555 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T9 Ply: 1 Qty:2 SEQN:13948 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T148 DrwNo:079.20.1313.33299 AK /DF 03/19/2020 55'4" 6'6"12 6'6"12 13'3"5 6'8"8 19'7"7 6'4"2 25'0"6 5'4"15 30'1"14 5'1"7 35'8"9 5'6"11 42'0"11 6'4"2 48'9"4 6'8"8 55'4" 6'6"12 6'5"14 6'5"14 12'11"13 6'5"14 19'7"7 6'7"10 25'0"6 5'4"15 30'7"7 5'7"1 35'8"9 5'1"2 42'4"3 6'7"10 48'10"2 6'5"14 55'4" 6'5"141'8"1'8" 8"38'10"59'6"5(W B1) (W B2) (WB1) 20'A B C D E F G H I J K L MNOPQRSTU 5 12 5X8(A1)1.5X4 10X10 10X10 3X4 8X8 10X10 10X10 4X8 3X4 10X10 8X8 3X4 3X4 10X10 10X10 1.5X4 5X8(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 2287 /-/-/1433 /903 /303 K 2291 /-/-/1433 /903 /- Wind reactions based on MWFRS U Brg Width = 8.0 Min Req =3.6 K Brg Width = 8.0 Min Req =3.6 Bearings U & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3404 -4692 C - D 3224 -4333 D - E 2848 -3754 E - F 2834 -3670 F - G 2834 -3669 Chords Tens.Comp. G - H 2838 -3678 H - I 2848 -3764 I - J 3225 -4343 J - K 3404 -4701 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 4263 -2970 T - S 4263 -2971 S - R 3935 -2669 R - Q 3398 -2107 Q - P 3687 -2219 Chords Tens.Comp. P - O 3406 -2127 O - N 3945 -2691 N - M 4272 -2991 M - K 4272 -2990 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 416 -347 D - R 740 -707 E - R 624 -497 E - Q 494 -350 Webs Tens.Comp. P - H 505 -354 H - O 619 -492 O - I 742 -709 N - J 416 -346 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.42 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.154 F 999 360 VERT(CL):0.334 F 999 240 HORZ(LL):0.055 M - - HORZ(TL):0.118 M - - Creep Factor: 2.0 Max TC CSI:0.090 Max BC CSI:0.211 Max W eb CSI:0.555 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T9 Ply: 1 Qty:2 SEQN:13948 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T148 DrwNo:079.20.1313.33299 AK /DF 03/19/2020 55'4" 6'6"12 6'6"12 13'3"5 6'8"8 19'7"7 6'4"2 25'0"6 5'4"15 30'1"14 5'1"7 35'8"9 5'6"11 42'0"11 6'4"2 48'9"4 6'8"8 55'4" 6'6"12 6'5"14 6'5"14 12'11"13 6'5"14 19'7"7 6'7"10 25'0"6 5'4"15 30'7"7 5'7"1 35'8"9 5'1"2 42'4"3 6'7"10 48'10"2 6'5"14 55'4" 6'5"141'8"1'8" 8"38'10"59'6"5(W B1) (W B2) (WB1) 20'A B C D E F G H I J K L MNOPQRSTU 5 12 5X8(A1)1.5X4 10X10 10X10 3X4 8X8 10X10 10X10 4X8 3X4 10X10 8X8 3X4 3X4 10X10 10X10 1.5X4 5X8(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W4,W10 2x4 SP 2700f-2.2E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 2341 /-/-/1434 /904 /323 J 2341 /-/-/1434 /904 /- Wind reactions based on MWFRS S Brg Width = 8.0 Min Req =3.7 J Brg Width = 8.0 Min Req =3.7 Bearings S & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3409 -4825 C - D 3184 -4400 D - E 2770 -3711 E - F 2713 -3530 Chords Tens.Comp. F - G 2713 -3530 G - H 2770 -3710 H - I 3184 -4400 I - J 3408 -4825 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4384 -2970 R - Q 4384 -2970 Q - P 3989 -2612 P - O 3351 -2003 Chords Tens.Comp. O - N 3351 -2023 N - M 3989 -2632 M - L 4384 -2989 L - J 4384 -2989 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 474 -417 Q - D 394 -215 D - P 801 -839 E - P 741 -524 Webs Tens.Comp. G - N 740 -524 N - H 801 -840 H - M 394 -215 M - I 474 -417 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.157 F 999 360 VERT(CL):0.331 F 999 240 HORZ(LL):0.057 L - - HORZ(TL):0.121 L - - Creep Factor: 2.0 Max TC CSI:0.094 Max BC CSI:0.212 Max W eb CSI:0.683 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T10 Ply: 1 Qty:2 SEQN:13958 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T140 DrwNo:079.20.1313.28729 AK /DF 03/19/2020 W4 W10 55'4" 7'1"14 7'1"14 14'4"1 7'2"4 21'2"10 6'10"9 27'8" 6'5"6 34'1"6 6'5"6 40'11"15 6'10"9 48'2"2 7'2"4 55'4" 7'1"14 7'0"5 7'0"5 14'0"9 7'0"5 21'2"10 7'2"1 27'8" 6'5"6 34'1"6 6'5"6 41'3"7 7'2"1 48'3"11 7'0"5 55'4" 7'0"51'8"1'8" 8"39'6"410'2"4(WB1) (W B2) (W B1) 20'A B C D E F G H I J K LMNOPQRS 5 12 5X8(A1)1.5X4 10X10 10X10 3X4 8X8 3X4 1.5X4 10X10 8X8 3X4 3X4 10X10 10X10 1.5X4 5X8(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W4,W10 2x4 SP 2700f-2.2E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 2341 /-/-/1434 /904 /323 J 2341 /-/-/1434 /904 /- Wind reactions based on MWFRS S Brg Width = 8.0 Min Req =3.7 J Brg Width = 8.0 Min Req =3.7 Bearings S & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3409 -4825 C - D 3184 -4400 D - E 2770 -3711 E - F 2713 -3530 Chords Tens.Comp. F - G 2713 -3530 G - H 2770 -3710 H - I 3184 -4400 I - J 3408 -4825 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4384 -2970 R - Q 4384 -2970 Q - P 3989 -2612 P - O 3351 -2003 Chords Tens.Comp. O - N 3351 -2023 N - M 3989 -2632 M - L 4384 -2989 L - J 4384 -2989 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 474 -417 Q - D 394 -215 D - P 801 -839 E - P 741 -524 Webs Tens.Comp. G - N 740 -524 N - H 801 -840 H - M 394 -215 M - I 474 -417 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.157 F 999 360 VERT(CL):0.331 F 999 240 HORZ(LL):0.057 L - - HORZ(TL):0.121 L - - Creep Factor: 2.0 Max TC CSI:0.094 Max BC CSI:0.212 Max W eb CSI:0.683 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T10 Ply: 1 Qty:2 SEQN:13958 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T140 DrwNo:079.20.1313.28729 AK /DF 03/19/2020 W4 W10 55'4" 7'1"14 7'1"14 14'4"1 7'2"4 21'2"10 6'10"9 27'8" 6'5"6 34'1"6 6'5"6 40'11"15 6'10"9 48'2"2 7'2"4 55'4" 7'1"14 7'0"5 7'0"5 14'0"9 7'0"5 21'2"10 7'2"1 27'8" 6'5"6 34'1"6 6'5"6 41'3"7 7'2"1 48'3"11 7'0"5 55'4" 7'0"51'8"1'8" 8"39'6"410'2"4(WB1) (W B2) (W B1) 20'A B C D E F G H I J K LMNOPQRS 5 12 5X8(A1)1.5X4 10X10 10X10 3X4 8X8 3X4 1.5X4 10X10 8X8 3X4 3X4 10X10 10X10 1.5X4 5X8(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W2,W10,W12 2x4 SP 2700f-2.2E; W4 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 2171 /-/-/1433 /909 /344 J 2171 /-/-/1433 /909 /- Wind reactions based on MWFRS S Brg Width = 8.0 Min Req =3.5 J Brg Width = 8.0 Min Req =3.5 Bearings S & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3432 -4420 C - D 3145 -3886 D - E 2695 -3174 E - F 2607 -2916 Chords Tens.Comp. F - G 2607 -2916 G - H 2695 -3173 H - I 3146 -3887 I - J 3431 -4420 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4010 -2986 R - Q 4010 -2986 Q - P 3508 -2550 P - O 2848 -1899 Chords Tens.Comp. O - N 2847 -1918 N - M 3509 -2570 M - L 4009 -3005 L - J 4010 -3005 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 554 -535 Q - D 440 -242 D - P 856 -867 E - P 655 -548 Webs Tens.Comp. G - N 655 -548 N - H 858 -870 H - M 440 -243 M - I 553 -534 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.09 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.125 P 999 360 VERT(CL):0.290 P 999 240 HORZ(LL):0.047 L - - HORZ(TL):0.110 L - - Creep Factor: 2.0 Max TC CSI:0.088 Max BC CSI:0.189 Max W eb CSI:0.832 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T11 Ply: 1 Qty:2 SEQN:13962 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T298 DrwNo:079.20.1313.26732 AK /DF 03/19/2020 W2 W4 W10 W12 55'4" 7'7"9 7'7"9 15'4" 7'8"7 22'9"13 7'5"13 27'8" 4'10"3 32'6"3 4'10"3 40' 7'5"13 47'8"7 7'8"7 55'4" 7'7"9 7'6"11 7'6"11 15'1"6 7'6"11 22'9"13 7'8"7 27'8" 4'10"3 32'6"3 4'10"3 40'2"10 7'8"7 47'9"5 7'6"11 55'4" 7'6"111'8"1'8" 8"310'2"410'10"4(WB1) (WB2) (W B4) (W B3) (W B1) 20'A B C D E F G H I J K LMNOPQRS 5 12 5X8(A1)1.5X4 10X10 10X10 10X10 8X8 3X4 1.5X4 10X10 8X8 3X4 10X10 10X10 10X10 1.5X4 5X8(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W2,W10,W12 2x4 SP 2700f-2.2E; W4 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 2171 /-/-/1433 /909 /344 J 2171 /-/-/1433 /909 /- Wind reactions based on MWFRS S Brg Width = 8.0 Min Req =3.5 J Brg Width = 8.0 Min Req =3.5 Bearings S & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3432 -4420 C - D 3145 -3886 D - E 2695 -3174 E - F 2607 -2916 Chords Tens.Comp. F - G 2607 -2916 G - H 2695 -3173 H - I 3146 -3887 I - J 3431 -4420 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4010 -2986 R - Q 4010 -2986 Q - P 3508 -2550 P - O 2848 -1899 Chords Tens.Comp. O - N 2847 -1918 N - M 3509 -2570 M - L 4009 -3005 L - J 4010 -3005 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 554 -535 Q - D 440 -242 D - P 856 -867 E - P 655 -548 Webs Tens.Comp. G - N 655 -548 N - H 858 -870 H - M 440 -243 M - I 553 -534 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.09 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.125 P 999 360 VERT(CL):0.290 P 999 240 HORZ(LL):0.047 L - - HORZ(TL):0.110 L - - Creep Factor: 2.0 Max TC CSI:0.088 Max BC CSI:0.189 Max W eb CSI:0.832 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T11 Ply: 1 Qty:2 SEQN:13962 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T298 DrwNo:079.20.1313.26732 AK /DF 03/19/2020 W2 W4 W10 W12 55'4" 7'7"9 7'7"9 15'4" 7'8"7 22'9"13 7'5"13 27'8" 4'10"3 32'6"3 4'10"3 40' 7'5"13 47'8"7 7'8"7 55'4" 7'7"9 7'6"11 7'6"11 15'1"6 7'6"11 22'9"13 7'8"7 27'8" 4'10"3 32'6"3 4'10"3 40'2"10 7'8"7 47'9"5 7'6"11 55'4" 7'6"111'8"1'8" 8"310'2"410'10"4(WB1) (WB2) (W B4) (W B3) (W B1) 20'A B C D E F G H I J K LMNOPQRS 5 12 5X8(A1)1.5X4 10X10 10X10 10X10 8X8 3X4 1.5X4 10X10 8X8 3X4 10X10 10X10 10X10 1.5X4 5X8(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W5,W7 2x4 SP 2250f-1.9E; W6 2x6 SP #2; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 2334 /-/-/1430 /912 /364 I 2329 /-/-/1430 /912 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req =3.7 I Brg Width = 8.0 Min Req =3.7 Bearings Q & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3457 -4806 C - D 3100 -4224 D - E 2618 -3388 E - F 2564 -3036 Chords Tens.Comp. F - G 2612 -3370 G - H 3098 -4209 H - I 3458 -4793 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 4361 -2982 P - O 4361 -2982 O - N 3812 -2486 N - M 3038 -1791 Chords Tens.Comp. M - L 3798 -2504 L - K 4349 -3002 K - I 4350 -3002 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 611 -583 O - D 474 -260 D - N 913 -1017 E - N 870 -596 Webs Tens.Comp. M - F 842 -663 M - G 909 -1009 G - L 472 -257 L - H 614 -587 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.42 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.152 N 999 360 VERT(CL):0.323 N 999 240 HORZ(LL):0.057 K - - HORZ(TL):0.121 K - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.203 Max W eb CSI:0.996 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T12 Ply: 1 Qty:23 SEQN:13995 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T335 DrwNo:079.20.1313.40836 AK /DF 03/19/2020 W5 W6 W7 55'4" 8'1"15 8'1"15 16'4"13 8'2"13 24'5" 8'0"3 30'11" 6'6" 38'11"3 8'0"3 47'2"1 8'2"13 55'4" 8'1"15 8'1"1 8'1"1 16'2"3 8'1"1 24'5" 8'2"13 30'9"4 6'4"4 39'1"13 8'4"9 47'2"15 8'1"1 55'4" 8'1"11'8"1'8" 8"310'10"411'6"4(W B1) (W B2) (a) (WB2) (WB1) 20'A B C D E F G H I J KLMNOPQ 5 12 5X8(A1)10X10 10X10 10X10 10X10 8X8 3X4 10X10 8X8 10X10 10X10 10X10 10X10 5X8(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W5,W7 2x4 SP 2250f-1.9E; W6 2x6 SP #2; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 2334 /-/-/1430 /912 /364 I 2329 /-/-/1430 /912 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req =3.7 I Brg Width = 8.0 Min Req =3.7 Bearings Q & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3457 -4806 C - D 3100 -4224 D - E 2618 -3388 E - F 2564 -3036 Chords Tens.Comp. F - G 2612 -3370 G - H 3098 -4209 H - I 3458 -4793 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 4361 -2982 P - O 4361 -2982 O - N 3812 -2486 N - M 3038 -1791 Chords Tens.Comp. M - L 3798 -2504 L - K 4349 -3002 K - I 4350 -3002 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 611 -583 O - D 474 -260 D - N 913 -1017 E - N 870 -596 Webs Tens.Comp. M - F 842 -663 M - G 909 -1009 G - L 472 -257 L - H 614 -587 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.42 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.152 N 999 360 VERT(CL):0.323 N 999 240 HORZ(LL):0.057 K - - HORZ(TL):0.121 K - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.203 Max W eb CSI:0.996 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T12 Ply: 1 Qty:23 SEQN:13995 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T335 DrwNo:079.20.1313.40836 AK /DF 03/19/2020 W5 W6 W7 55'4" 8'1"15 8'1"15 16'4"13 8'2"13 24'5" 8'0"3 30'11" 6'6" 38'11"3 8'0"3 47'2"1 8'2"13 55'4" 8'1"15 8'1"1 8'1"1 16'2"3 8'1"1 24'5" 8'2"13 30'9"4 6'4"4 39'1"13 8'4"9 47'2"15 8'1"1 55'4" 8'1"11'8"1'8" 8"310'10"411'6"4(W B1) (W B2) (a) (WB2) (WB1) 20'A B C D E F G H I J KLMNOPQ 5 12 5X8(A1)10X10 10X10 10X10 10X10 8X8 3X4 10X10 8X8 10X10 10X10 10X10 10X10 5X8(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W4,W5,W7,W8 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 2171 /-/-/1425 /915 /384 I 2171 /-/-/1425 /915 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req =3.5 I Brg Width = 8.0 Min Req =3.5 Bearings Q & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3491 -4397 C - D 3057 -3725 D - E 2558 -2889 E - F 2500 -2582 Chords Tens.Comp. F - G 2558 -2889 G - H 3054 -3721 H - I 3493 -4399 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3983 -2977 P - O 3982 -2977 O - N 3347 -2424 N - M 2568 -1678 Chords Tens.Comp. M - L 3343 -2441 L - K 3984 -2998 K - I 3984 -2998 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 669 -679 O - D 519 -285 D - N 979 -1022 E - N 725 -608 Webs Tens.Comp. M - F 725 -719 M - G 965 -1005 G - L 511 -277 L - H 675 -685 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.75 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.127 N 999 360 VERT(CL):0.293 N 999 240 HORZ(LL):0.048 K - - HORZ(TL):0.111 K - - Creep Factor: 2.0 Max TC CSI:0.109 Max BC CSI:0.185 Max W eb CSI:0.758 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T13 Ply: 1 Qty:2 SEQN:13966 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T334 DrwNo:079.20.1313.32847 AK /DF 03/19/2020 W4 W5 W7 W8 55'4" 8'8"6 8'8"6 17'5"9 8'9"4 26'0"3 8'6"10 29'3"13 3'3"10 37'10"7 8'6"10 46'7"10 8'9"4 55'4" 8'8"6 8'7"8 8'7"8 17'2"15 8'7"8 26'0"3 8'9"4 29'2"1 3'1"14 38'1"1 8'11" 46'8"8 8'7"8 55'4" 8'7"81'8"1'8" 8"311'6"412'2"4(WB1) (W B2)(WB2) (W B1) 20'A B C D E F G H I J KLMNOPQ 5 12 5X8(A1)10X10 10X10 10X10 10X10 8X8 3X4 10X10 8X8 10X10 10X10 10X10 10X10 5X8(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x8 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W4,W5,W7,W8 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 2171 /-/-/1425 /915 /384 I 2171 /-/-/1425 /915 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req =3.5 I Brg Width = 8.0 Min Req =3.5 Bearings Q & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 3491 -4397 C - D 3057 -3725 D - E 2558 -2889 E - F 2500 -2582 Chords Tens.Comp. F - G 2558 -2889 G - H 3054 -3721 H - I 3493 -4399 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3983 -2977 P - O 3982 -2977 O - N 3347 -2424 N - M 2568 -1678 Chords Tens.Comp. M - L 3343 -2441 L - K 3984 -2998 K - I 3984 -2998 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 669 -679 O - D 519 -285 D - N 979 -1022 E - N 725 -608 Webs Tens.Comp. M - F 725 -719 M - G 965 -1005 G - L 511 -277 L - H 675 -685 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.75 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 5.53 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.127 N 999 360 VERT(CL):0.293 N 999 240 HORZ(LL):0.048 K - - HORZ(TL):0.111 K - - Creep Factor: 2.0 Max TC CSI:0.109 Max BC CSI:0.185 Max W eb CSI:0.758 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T13 Ply: 1 Qty:2 SEQN:13966 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T334 DrwNo:079.20.1313.32847 AK /DF 03/19/2020 W4 W5 W7 W8 55'4" 8'8"6 8'8"6 17'5"9 8'9"4 26'0"3 8'6"10 29'3"13 3'3"10 37'10"7 8'6"10 46'7"10 8'9"4 55'4" 8'8"6 8'7"8 8'7"8 17'2"15 8'7"8 26'0"3 8'9"4 29'2"1 3'1"14 38'1"1 8'11" 46'8"8 8'7"8 55'4" 8'7"81'8"1'8" 8"311'6"412'2"4(WB1) (W B2)(WB2) (W B1) 20'A B C D E F G H I J KLMNOPQ 5 12 5X8(A1)10X10 10X10 10X10 10X10 8X8 3X4 10X10 8X8 10X10 10X10 10X10 10X10 5X8(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 664 /-/-/523 /203 /163 F 385 /-/-/274 /162 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 F Brg Width = 3.3 Min Req =1.5 Bearings B & F Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1166 -1582 Chords Tens.Comp. C - D 331 -563 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 503 -543 Chords Tens.Comp. G - F 498 -545 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - F 566 -520 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 G 999 360 VERT(CL):0.033 G 999 240 HORZ(LL):-0.008 C - - HORZ(TL):0.020 C - - Creep Factor: 2.0 Max TC CSI:0.467 Max BC CSI:0.436 Max W eb CSI:0.246 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T19 Ply: 1 Qty:17 SEQN:13037 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T307 DrwNo:079.20.1313.36356 AK /DF 03/19/2020 8"8'11"5 4'9"10 4'9"10 9'7"5 4'9"10 4'7"14 4'7"14 9'7"5 4'11"61'8" 6"1 3'8"84'0"1312'A B C D E FG 4 12 2X5(C3)3X4(C3) 3X4 1.5X4 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 664 /-/-/523 /203 /163 F 385 /-/-/274 /162 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 F Brg Width = 3.3 Min Req =1.5 Bearings B & F Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1166 -1582 Chords Tens.Comp. C - D 331 -563 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 503 -543 Chords Tens.Comp. G - F 498 -545 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - F 566 -520 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 G 999 360 VERT(CL):0.033 G 999 240 HORZ(LL):-0.008 C - - HORZ(TL):0.020 C - - Creep Factor: 2.0 Max TC CSI:0.467 Max BC CSI:0.436 Max W eb CSI:0.246 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T19 Ply: 1 Qty:17 SEQN:13037 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T307 DrwNo:079.20.1313.36356 AK /DF 03/19/2020 8"8'11"5 4'9"10 4'9"10 9'7"5 4'9"10 4'7"14 4'7"14 9'7"5 4'11"61'8" 6"1 3'8"84'0"1312'A B C D E FG 4 12 2X5(C3)3X4(C3) 3X4 1.5X4 3X4 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.381' Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 481 /-/-/372 /137 /138 E 401 /-/-/298 /172 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 E Brg Width = 3.3 Min Req =1.5 Bearings A & E Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 864 -1125 Chords Tens.Comp. B - C 429 -614 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 572 -635 Chords Tens.Comp. F - E 567 -636 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 665 -594 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 B 999 360 VERT(CL):0.023 F 999 240 HORZ(LL):-0.005 B - - HORZ(TL):0.008 E - - Creep Factor: 2.0 Max TC CSI:0.436 Max BC CSI:0.299 Max W eb CSI:0.266 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T19A Ply: 1 Qty:1 SEQN:13040 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T313 DrwNo:079.20.1313.27075 AK /DF 03/19/2020 8"8'11"5 4'9"10 4'9"10 9'7"5 4'9"10 4'7"14 4'7"14 9'7"5 4'11"6 6"1 3'8"812' A B C D EF 4 12 2X5(C3)3X4(C3) 3X4 1.5X4 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.381' Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 481 /-/-/372 /137 /138 E 401 /-/-/298 /172 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 E Brg Width = 3.3 Min Req =1.5 Bearings A & E Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 864 -1125 Chords Tens.Comp. B - C 429 -614 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 572 -635 Chords Tens.Comp. F - E 567 -636 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 665 -594 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 B 999 360 VERT(CL):0.023 F 999 240 HORZ(LL):-0.005 B - - HORZ(TL):0.008 E - - Creep Factor: 2.0 Max TC CSI:0.436 Max BC CSI:0.299 Max W eb CSI:0.266 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T19A Ply: 1 Qty:1 SEQN:13040 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T313 DrwNo:079.20.1313.27075 AK /DF 03/19/2020 8"8'11"5 4'9"10 4'9"10 9'7"5 4'9"10 4'7"14 4'7"14 9'7"5 4'11"6 6"1 3'8"812' A B C D EF 4 12 2X5(C3)3X4(C3) 3X4 1.5X4 3X4 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at 0.00 to 72 plf at 5.02 BC: From 10 plf at 0.00 to 10 plf at 5.02 BC: 268 lb Conc. Load at 1.25 BC: 604 lb Conc. Load at 3.25 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 739 /-/-/-/270 /- C 546 /-/-/-/205 /- Wind reactions based on MWFRS D Brg Width = 3.5 Min Req =1.5 C Brg Width = -Min Req =- Bearing D Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.012 C 803 360 VERT(CL):-0.028 C 999 240 HORZ(LL):0.006 B - - HORZ(TL):0.013 B - - Creep Factor: 2.0 Max TC CSI:0.503 Max BC CSI:0.792 Max W eb CSI:0.076 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T20 Ply: 1 Qty:1 SEQN:13005 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T299 DrwNo:079.20.1313.35857 AK /DF 03/19/2020 8"4'4"4 5'0"4 5'0"4 6"1 2'2"212' A B CD 4 12 2X4(A1) 1.5X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at 0.00 to 72 plf at 5.02 BC: From 10 plf at 0.00 to 10 plf at 5.02 BC: 268 lb Conc. Load at 1.25 BC: 604 lb Conc. Load at 3.25 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 739 /-/-/-/270 /- C 546 /-/-/-/205 /- Wind reactions based on MWFRS D Brg Width = 3.5 Min Req =1.5 C Brg Width = -Min Req =- Bearing D Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.012 C 803 360 VERT(CL):-0.028 C 999 240 HORZ(LL):0.006 B - - HORZ(TL):0.013 B - - Creep Factor: 2.0 Max TC CSI:0.503 Max BC CSI:0.792 Max W eb CSI:0.076 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T20 Ply: 1 Qty:1 SEQN:13005 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T299 DrwNo:079.20.1313.35857 AK /DF 03/19/2020 8"4'4"4 5'0"4 5'0"4 6"1 2'2"212' A B CD 4 12 2X4(A1) 1.5X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; W6 2x4 SP 2250f-1.9E; W9 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 72 plf at 5.02 TC: From 36 plf at 5.02 to 36 plf at 10.60 TC: From 72 plf at 10.60 to 72 plf at 30.28 BC: From 21 plf at -1.67 to 21 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.05 BC: From 10 plf at 5.05 to 10 plf at 10.60 BC: From 20 plf at 10.60 to 20 plf at 30.28 TC: 280 lb Conc. Load at 5.05 TC: 115 lb Conc. Load at 7.08 TC: 136 lb Conc. Load at 9.08 BC: 119 lb Conc. Load at 5.05 BC: 66 lb Conc. Load at 7.08 BC: 80 lb Conc. Load at 9.08 BC: 546 lb Conc. Load at 10.60 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2386 /-/-/-/913 /- H 1633 /-/-/-/613 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =2.1 H Brg Width = 3.3 Min Req =1.5 Bearings B & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 956 -2573 C - D 1521 -4064 Chords Tens.Comp. D - E 1502 -4023 E - F 509 -1338 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 2397 -885 L - K 2398 -880 K - J 4096 -1540 Chords Tens.Comp. J - I 4011 -1507 I - H 1201 -452 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 1766 -675 E - I 1072 -2848 Webs Tens.Comp. I - F 775 -216 F - H 522 -1386 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.50 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.245 J 999 360 VERT(CL):0.560 J 633 240 HORZ(LL):-0.070 G - - HORZ(TL):0.160 G - - Creep Factor: 2.0 Max TC CSI:0.330 Max BC CSI:0.862 Max W eb CSI:0.734 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T21 Ply: 2 Qty:1 SEQN:13457 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T353 DrwNo:079.20.1313.26640 AK /DF 03/19/2020 2 Complete Trusses Required W6 W9 8"29'7"5 5'0"4 5'0"4 10'6" 5'5"12 15'8"4 5'2"4 23'1"8 7'5"4 30'3"5 7'1"12 5'2" 5'2" 10'2"8 5'0"8 15'4"12 5'2"4 22'10" 7'5"4 30'3"5 7'5"41'8" 6"1 7'0"82'2"27'6"1412'A B C D E F G HIJKL 4 12 3X5(A1) 5X8 1.5X4 4X5 3X4 7X6 7X6 5X5 3X4 1.5X4 7X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x6 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; W6 2x4 SP 2250f-1.9E; W9 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 72 plf at 5.02 TC: From 36 plf at 5.02 to 36 plf at 10.60 TC: From 72 plf at 10.60 to 72 plf at 30.28 BC: From 21 plf at -1.67 to 21 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.05 BC: From 10 plf at 5.05 to 10 plf at 10.60 BC: From 20 plf at 10.60 to 20 plf at 30.28 TC: 280 lb Conc. Load at 5.05 TC: 115 lb Conc. Load at 7.08 TC: 136 lb Conc. Load at 9.08 BC: 119 lb Conc. Load at 5.05 BC: 66 lb Conc. Load at 7.08 BC: 80 lb Conc. Load at 9.08 BC: 546 lb Conc. Load at 10.60 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2386 /-/-/-/913 /- H 1633 /-/-/-/613 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =2.1 H Brg Width = 3.3 Min Req =1.5 Bearings B & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 956 -2573 C - D 1521 -4064 Chords Tens.Comp. D - E 1502 -4023 E - F 509 -1338 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 2397 -885 L - K 2398 -880 K - J 4096 -1540 Chords Tens.Comp. J - I 4011 -1507 I - H 1201 -452 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 1766 -675 E - I 1072 -2848 Webs Tens.Comp. I - F 775 -216 F - H 522 -1386 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.50 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.245 J 999 360 VERT(CL):0.560 J 633 240 HORZ(LL):-0.070 G - - HORZ(TL):0.160 G - - Creep Factor: 2.0 Max TC CSI:0.330 Max BC CSI:0.862 Max W eb CSI:0.734 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T21 Ply: 2 Qty:1 SEQN:13457 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T353 DrwNo:079.20.1313.26640 AK /DF 03/19/2020 2 Complete Trusses Required W6 W9 8"29'7"5 5'0"4 5'0"4 10'6" 5'5"12 15'8"4 5'2"4 23'1"8 7'5"4 30'3"5 7'1"12 5'2" 5'2" 10'2"8 5'0"8 15'4"12 5'2"4 22'10" 7'5"4 30'3"5 7'5"41'8" 6"1 7'0"82'2"27'6"1412'A B C D E F G HIJKL 4 12 3X5(A1) 5X8 1.5X4 4X5 3X4 7X6 7X6 5X5 3X4 1.5X4 7X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B1 2x6 SP #2; B4 2x4 SP #2; Webs: 2x4 SP #2; W10 2x4 SP 2250f-1.9E; W16 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1588 /-/-/1011 /548 /312 L 1344 /-/-/828 /530 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.3 Min Req =1.5 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 276 -498 C - D 765 -1210 D - E 1792 -2514 E - F 1876 -2554 F - G 1849 -2938 Chords Tens.Comp. G - H 1916 -3001 H - I 881 -1429 I - J 303 -535 J - K 348 -529 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1118 -949 T - R 2267 -1784 R - Q 2975 -2035 Chords Tens.Comp. Q - P 2996 -2085 P - M 1285 -928 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 528 -773 D - V 409 -465 D - T 1285 -974 V - T 1054 -901 T - F 446 -438 F - R 713 -388 Webs Tens.Comp. H - P 1203 -1777 P - I 647 -403 I - M 697 -962 M - K 899 -649 K - L 519 -651 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.50 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.205 G 999 360 VERT(CL):0.474 G 746 240 HORZ(LL):0.068 L - - HORZ(TL):0.158 L - - Creep Factor: 2.0 Max TC CSI:0.215 Max BC CSI:0.345 Max W eb CSI:0.299 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T22 Ply: 2 Qty:1 SEQN:13023 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T345 DrwNo:079.20.1313.28650 AK /DF 03/19/2020 2 Complete Trusses Required T2 B1 B4 W10 W16 8"29'7"5 3'4"4 3'4"4 7'2"4 3'10" 12'8" 5'5"12 17'10"4 5'2"4 22'4"10 4'6"6 26'9"4 4'4"10 30'3"5 3'6"1 3'4"4 3'4"4 7' 3'7"12 12'4"8 5'4"8 17'8"8 5'4" 22'1"2 4'4"10 26'7"8 4'6"6 30'3"5 3'7"131'8" 6"1 7'0"82'10"131'7'4"1312'A B C D E F G H I J K L M NOPQR STUV 4 12 3X4(C6) 3X6(C6) 3X5 3X5 1.5X4 5X81.5X6 4X4 5X8 5X5 3X5 1.5X4 5X81.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B1 2x6 SP #2; B4 2x4 SP #2; Webs: 2x4 SP #2; W10 2x4 SP 2250f-1.9E; W16 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1588 /-/-/1011 /548 /312 L 1344 /-/-/828 /530 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.3 Min Req =1.5 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 276 -498 C - D 765 -1210 D - E 1792 -2514 E - F 1876 -2554 F - G 1849 -2938 Chords Tens.Comp. G - H 1916 -3001 H - I 881 -1429 I - J 303 -535 J - K 348 -529 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1118 -949 T - R 2267 -1784 R - Q 2975 -2035 Chords Tens.Comp. Q - P 2996 -2085 P - M 1285 -928 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 528 -773 D - V 409 -465 D - T 1285 -974 V - T 1054 -901 T - F 446 -438 F - R 713 -388 Webs Tens.Comp. H - P 1203 -1777 P - I 647 -403 I - M 697 -962 M - K 899 -649 K - L 519 -651 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.50 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.205 G 999 360 VERT(CL):0.474 G 746 240 HORZ(LL):0.068 L - - HORZ(TL):0.158 L - - Creep Factor: 2.0 Max TC CSI:0.215 Max BC CSI:0.345 Max W eb CSI:0.299 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T22 Ply: 2 Qty:1 SEQN:13023 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T345 DrwNo:079.20.1313.28650 AK /DF 03/19/2020 2 Complete Trusses Required T2 B1 B4 W10 W16 8"29'7"5 3'4"4 3'4"4 7'2"4 3'10" 12'8" 5'5"12 17'10"4 5'2"4 22'4"10 4'6"6 26'9"4 4'4"10 30'3"5 3'6"1 3'4"4 3'4"4 7' 3'7"12 12'4"8 5'4"8 17'8"8 5'4" 22'1"2 4'4"10 26'7"8 4'6"6 30'3"5 3'7"131'8" 6"1 7'0"82'10"131'7'4"1312'A B C D E F G H I J K L M NOPQR STUV 4 12 3X4(C6) 3X6(C6) 3X5 3X5 1.5X4 5X81.5X6 4X4 5X8 5X5 3X5 1.5X4 5X81.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W16 2x4 SP 2250f-1.9E; W17 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1088 /-/-/765 /372 /225 L 936 /-/-/661 /371 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.3 Min Req =1.5 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 585 -912 C - D 522 -827 D - E 1306 -1783 E - F 1018 -1449 F - G 1185 -1849 Chords Tens.Comp. G - H 1246 -1927 H - I 724 -1142 I - J 392 -633 J - K 440 -651 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 746 -652 U - S 1725 -1431 S - R 1377 -1099 Chords Tens.Comp. R - Q 1870 -1322 Q - P 1926 -1370 P - M 1037 -763 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 957 -757 W -U 707 -625 E - S 436 -457 F - R 508 -303 H - P 664 -970 Webs Tens.Comp. P - I 450 -288 I - M 417 -569 M - K 826 -609 K - L 369 -445 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 15.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.168 G 999 360 VERT(CL):0.387 G 999 240 HORZ(LL):0.056 L - - HORZ(TL):0.129 L - - Creep Factor: 2.0 Max TC CSI:0.262 Max BC CSI:0.453 Max W eb CSI:0.270 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T23 Ply: 2 Qty:1 SEQN:13454 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T326 DrwNo:079.20.1313.37636 AK /DF 03/19/2020 2 Complete Trusses Required W16 W17 8"32'11"5 3'4"4 3'4"4 6'8"8 3'4"4 8'3"4 1'6"12 13'9" 5'5"12 18'11"4 5'2"4 22'11"2 3'11"14 26'9"4 3'10"2 33'7"5 6'10"1 3'4"4 3'4"4 7' 3'7"12 8'3"4 1'3"4 13'5"8 5'2"4 18'9"8 5'4" 22'7"10 3'10"2 26'7"8 3'11"14 33'7"5 6'11"131'8" 6"1 8'1"133'3"21'8'6"212'A B C D E F G H I J K L M NOPQRS TUVW 4 12 3X5(C3)3X4(C3)5X81.5X4 5X8 5X8 5X5 1.5X4 5X81.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W16 2x4 SP 2250f-1.9E; W17 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1088 /-/-/765 /372 /225 L 936 /-/-/661 /371 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.3 Min Req =1.5 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 585 -912 C - D 522 -827 D - E 1306 -1783 E - F 1018 -1449 F - G 1185 -1849 Chords Tens.Comp. G - H 1246 -1927 H - I 724 -1142 I - J 392 -633 J - K 440 -651 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 746 -652 U - S 1725 -1431 S - R 1377 -1099 Chords Tens.Comp. R - Q 1870 -1322 Q - P 1926 -1370 P - M 1037 -763 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 957 -757 W -U 707 -625 E - S 436 -457 F - R 508 -303 H - P 664 -970 Webs Tens.Comp. P - I 450 -288 I - M 417 -569 M - K 826 -609 K - L 369 -445 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 15.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.168 G 999 360 VERT(CL):0.387 G 999 240 HORZ(LL):0.056 L - - HORZ(TL):0.129 L - - Creep Factor: 2.0 Max TC CSI:0.262 Max BC CSI:0.453 Max W eb CSI:0.270 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T23 Ply: 2 Qty:1 SEQN:13454 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T326 DrwNo:079.20.1313.37636 AK /DF 03/19/2020 2 Complete Trusses Required W16 W17 8"32'11"5 3'4"4 3'4"4 6'8"8 3'4"4 8'3"4 1'6"12 13'9" 5'5"12 18'11"4 5'2"4 22'11"2 3'11"14 26'9"4 3'10"2 33'7"5 6'10"1 3'4"4 3'4"4 7' 3'7"12 8'3"4 1'3"4 13'5"8 5'2"4 18'9"8 5'4" 22'7"10 3'10"2 26'7"8 3'11"14 33'7"5 6'11"131'8" 6"1 8'1"133'3"21'8'6"212'A B C D E F G H I J K L M NOPQRS TUVW 4 12 3X5(C3)3X4(C3)5X81.5X4 5X8 5X8 5X5 1.5X4 5X81.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11 2x4 SP 2700f-2.2E; W14 2x4 SP 2250f-1.9E; W 15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1740 /-/-/1235 /595 /360 K 1498 /-/-/1046 /594 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 926 -1464 C - D 823 -1322 D - E 2108 -2857 E - F 1416 -2046 Chords Tens.Comp. F - G 1499 -2313 G - H 1431 -2238 H - I 627 -1033 I - J 721 -1047 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 1193 -1030 S - Q 2762 -2309 Q - P 1927 -1549 Chords Tens.Comp. P - O 2330 -1677 O - L 2233 -1604 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 420 -467 D - S 1538 -1246 U - S 1129 -985 S - E 462 -377 E - Q 815 -895 Webs Tens.Comp. F - P 437 -242 H - L 965 -1388 L - J 1328 -995 J - K 594 -712 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.199 G 999 360 VERT(CL):0.460 G 856 240 HORZ(LL):0.078 K - - HORZ(TL):0.180 K - - Creep Factor: 2.0 Max TC CSI:0.435 Max BC CSI:0.612 Max W eb CSI:0.402 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T24 Ply: 2 Qty:1 SEQN:13297 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T325 DrwNo:079.20.1313.37214 AK /DF 03/19/2020 2 Complete Trusses Required W11 W14 W15 8"32'11"5 3'4"4 3'4"4 6'8"8 3'4"4 10'3"4 3'6"12 15'9" 5'5"12 20'11"4 5'2"4 26'9"4 5'10" 33'7"5 6'10"1 3'4"4 3'4"4 7' 3'7"12 10'3"4 3'3"4 15'5"8 5'2"4 20'7"12 5'2"4 26'7"8 5'11"12 33'7"5 6'11"131'8" 6"1 8'1"133'11"21'8'6"212'A B C D E F G H I J K LMNOPQ RSTU 4 12 3X5(C3)3X4(C3) 3X4 4X4 4X4 6X81.5X4 3X4 5X8 3X4 5X5 3X4 3X4 5X5 1.5X4 6X81.5X4 3X6 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11 2x4 SP 2700f-2.2E; W14 2x4 SP 2250f-1.9E; W 15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1740 /-/-/1235 /595 /360 K 1498 /-/-/1046 /594 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 926 -1464 C - D 823 -1322 D - E 2108 -2857 E - F 1416 -2046 Chords Tens.Comp. F - G 1499 -2313 G - H 1431 -2238 H - I 627 -1033 I - J 721 -1047 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 1193 -1030 S - Q 2762 -2309 Q - P 1927 -1549 Chords Tens.Comp. P - O 2330 -1677 O - L 2233 -1604 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 420 -467 D - S 1538 -1246 U - S 1129 -985 S - E 462 -377 E - Q 815 -895 Webs Tens.Comp. F - P 437 -242 H - L 965 -1388 L - J 1328 -995 J - K 594 -712 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.199 G 999 360 VERT(CL):0.460 G 856 240 HORZ(LL):0.078 K - - HORZ(TL):0.180 K - - Creep Factor: 2.0 Max TC CSI:0.435 Max BC CSI:0.612 Max W eb CSI:0.402 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T24 Ply: 2 Qty:1 SEQN:13297 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T325 DrwNo:079.20.1313.37214 AK /DF 03/19/2020 2 Complete Trusses Required W11 W14 W15 8"32'11"5 3'4"4 3'4"4 6'8"8 3'4"4 10'3"4 3'6"12 15'9" 5'5"12 20'11"4 5'2"4 26'9"4 5'10" 33'7"5 6'10"1 3'4"4 3'4"4 7' 3'7"12 10'3"4 3'3"4 15'5"8 5'2"4 20'7"12 5'2"4 26'7"8 5'11"12 33'7"5 6'11"131'8" 6"1 8'1"133'11"21'8'6"212'A B C D E F G H I J K LMNOPQ RSTU 4 12 3X5(C3)3X4(C3) 3X4 4X4 4X4 6X81.5X4 3X4 5X8 3X4 5X5 3X4 3X4 5X5 1.5X4 6X81.5X4 3X6 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B3,B5, B6 2x4 SP #2; Webs: 2x4 SP #2; W5 2x4 SP 2250f-1.9E; W20 2x6 SP M-26; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1740 /-/-/1246 /594 /360 K 1498 /-/-/1033 /593 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 886 -1400 C - D 805 -1310 D - E 2133 -2896 E - F 1255 -1838 Chords Tens.Comp. F - G 1225 -1873 G - H 1031 -1648 H - I 1236 -1842 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 1185 -1016 Y - W 2805 -2338 W -V 1716 -1386 V - U 1878 -1372 Chords Tens.Comp. S - Q 1732 -1296 Q - P 1740 -1305 P - M 1735 -1301 M - L 1648 -1213 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AA 422 -479 D - Y 1588 -1290 AA- Y 1118 -966 Y - E 434 -340 E - W 982 -1122 Webs Tens.Comp. U - H 537 -699 U - S 1861 -1328 S - I 922 -592 I - L 1417 -1874 L - K 685 -824 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.175 V 999 360 VERT(CL):0.404 V 973 240 HORZ(LL):0.105 R - - HORZ(TL):0.242 R - - Creep Factor: 2.0 Max TC CSI:0.382 Max BC CSI:0.449 Max W eb CSI:0.999 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T25 Ply: 2 Qty:1 SEQN:13307 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T329 DrwNo:079.20.1313.41147 AK /DF 03/19/2020 2 Complete Trusses Required T3 B3 B5 B6 W5 W20 8"32'11"5 3'4"4 3'4"4 6'8"8 3'4"4 12'3"4 5'6"12 17'9" 5'5"12 22'11"4 5'2"4 25'8" 2'8"12 33'7"5 7'11"5 3'4"4 3'4"4 7' 3'7"12 12'3"4 5'3"4 17'5"8 5'2"4 22'9"8 5'4" 25'8" 2'10"8 27'1"12 1'5"12 27'3"8 1"12 29'4"8 2'1" 29'6"4 1"12 31'1"12 1'7"8 31'3"8 1"12 33'1"13 1'10"5 33'7"5 5"8 1'8" 6"1 8'1"134'7"21'2'4"8'6"212'A B C D E F G H I J K LM NO PQ R STUVW XYZAA 4 12 3X5(C3)3X4(C3) 4X4 6X81.5X4 5X8 5X5 3X12 5X5 5X81.5X4 3X5 3X31.5X4 1.5X4 1.5X4 5X5 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B3,B5, B6 2x4 SP #2; Webs: 2x4 SP #2; W5 2x4 SP 2250f-1.9E; W20 2x6 SP M-26; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1740 /-/-/1246 /594 /360 K 1498 /-/-/1033 /593 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 886 -1400 C - D 805 -1310 D - E 2133 -2896 E - F 1255 -1838 Chords Tens.Comp. F - G 1225 -1873 G - H 1031 -1648 H - I 1236 -1842 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 1185 -1016 Y - W 2805 -2338 W -V 1716 -1386 V - U 1878 -1372 Chords Tens.Comp. S - Q 1732 -1296 Q - P 1740 -1305 P - M 1735 -1301 M - L 1648 -1213 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AA 422 -479 D - Y 1588 -1290 AA- Y 1118 -966 Y - E 434 -340 E - W 982 -1122 Webs Tens.Comp. U - H 537 -699 U - S 1861 -1328 S - I 922 -592 I - L 1417 -1874 L - K 685 -824 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.175 V 999 360 VERT(CL):0.404 V 973 240 HORZ(LL):0.105 R - - HORZ(TL):0.242 R - - Creep Factor: 2.0 Max TC CSI:0.382 Max BC CSI:0.449 Max W eb CSI:0.999 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T25 Ply: 2 Qty:1 SEQN:13307 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T329 DrwNo:079.20.1313.41147 AK /DF 03/19/2020 2 Complete Trusses Required T3 B3 B5 B6 W5 W20 8"32'11"5 3'4"4 3'4"4 6'8"8 3'4"4 12'3"4 5'6"12 17'9" 5'5"12 22'11"4 5'2"4 25'8" 2'8"12 33'7"5 7'11"5 3'4"4 3'4"4 7' 3'7"12 12'3"4 5'3"4 17'5"8 5'2"4 22'9"8 5'4" 25'8" 2'10"8 27'1"12 1'5"12 27'3"8 1"12 29'4"8 2'1" 29'6"4 1"12 31'1"12 1'7"8 31'3"8 1"12 33'1"13 1'10"5 33'7"5 5"8 1'8" 6"1 8'1"134'7"21'2'4"8'6"212'A B C D E F G H I J K LM NO PQ R STUVW XYZAA 4 12 3X5(C3)3X4(C3) 4X4 6X81.5X4 5X8 5X5 3X12 5X5 5X81.5X4 3X5 3X31.5X4 1.5X4 1.5X4 5X5 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2700f-2.2E; Webs: 2x4 SP #2; W13 2x4 SP 2250f-1.9E; W14 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1740 /-/-/1258 /595 /360 K 1498 /-/-/1023 /595 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 957 -1457 C - D 673 -1136 D - E 1656 -2364 E - F 1110 -1619 Chords Tens.Comp. F - G 1017 -1543 G - H 1017 -1543 H - I 618 -994 I - J 720 -1044 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 997 -881 D - S 2129 -1754 U - T 974 -857 S - Q 2214 -1822 Chords Tens.Comp. Q - P 2202 -1814 P - O 1504 -1218 O - L 1239 -897 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - T 812 -914 E - P 642 -752 O - H 380 -320 Webs Tens.Comp. H - L 424 -661 L - J 1325 -996 J - K 601 -713 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.158 R 999 360 VERT(CL):0.373 R 999 240 HORZ(LL):0.062 K - - HORZ(TL):0.145 K - - Creep Factor: 2.0 Max TC CSI:0.244 Max BC CSI:0.468 Max W eb CSI:0.351 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T26 Ply: 2 Qty:1 SEQN:13314 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T324 DrwNo:079.20.1313.27979 AK /DF 03/19/2020 2 Complete Trusses Required T2 B2 W13 W14 8"32'11"5 8'11"1 8'11"1 14'3"4 5'4"3 19'7"4 5'4" 24'11"4 5'4" 26'9"4 1'10" 33'7"5 6'10"1 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'9"5 1'9"5 14'3"4 5'5"15 19'7"4 5'4" 26'7"8 7'0"4 33'7"5 6'11"131'8" 6"1 8'1"135'3"21'8'6"212'A B C D E F G H I J K LMNOPQ RSTU 4 12 3X5(C3)3X4(C3) 3X46X12 3X4 3X4 5X8 5X5 3X8 5X5 6X8 3X6 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2700f-2.2E; Webs: 2x4 SP #2; W13 2x4 SP 2250f-1.9E; W14 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1740 /-/-/1258 /595 /360 K 1498 /-/-/1023 /595 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 957 -1457 C - D 673 -1136 D - E 1656 -2364 E - F 1110 -1619 Chords Tens.Comp. F - G 1017 -1543 G - H 1017 -1543 H - I 618 -994 I - J 720 -1044 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 997 -881 D - S 2129 -1754 U - T 974 -857 S - Q 2214 -1822 Chords Tens.Comp. Q - P 2202 -1814 P - O 1504 -1218 O - L 1239 -897 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - T 812 -914 E - P 642 -752 O - H 380 -320 Webs Tens.Comp. H - L 424 -661 L - J 1325 -996 J - K 601 -713 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.158 R 999 360 VERT(CL):0.373 R 999 240 HORZ(LL):0.062 K - - HORZ(TL):0.145 K - - Creep Factor: 2.0 Max TC CSI:0.244 Max BC CSI:0.468 Max W eb CSI:0.351 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T26 Ply: 2 Qty:1 SEQN:13314 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T324 DrwNo:079.20.1313.27979 AK /DF 03/19/2020 2 Complete Trusses Required T2 B2 W13 W14 8"32'11"5 8'11"1 8'11"1 14'3"4 5'4"3 19'7"4 5'4" 24'11"4 5'4" 26'9"4 1'10" 33'7"5 6'10"1 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'9"5 1'9"5 14'3"4 5'5"15 19'7"4 5'4" 26'7"8 7'0"4 33'7"5 6'11"131'8" 6"1 8'1"135'3"21'8'6"212'A B C D E F G H I J K LMNOPQ RSTU 4 12 3X5(C3)3X4(C3) 3X46X12 3X4 3X4 5X8 5X5 3X8 5X5 6X8 3X6 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W14 2x4 SP 2250f-1.9E; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1737 /-/-/1269 /594 /360 K 1497 /-/-/1012 /595 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 927 -1456 C - D 677 -1138 D - E 1769 -2528 E - F 1330 -1907 Chords Tens.Comp. F - G 993 -1431 G - H 835 -1248 H - I 576 -920 I - J 681 -1023 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1003 -889 D - T 2298 -1873 V - U 978 -864 T - R 2374 -1934 Chords Tens.Comp. R - Q 2358 -1922 Q - P 1765 -1451 P - O 1333 -1083 O - L 1243 -931 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 827 -929 E - Q 497 -620 F - P 440 -517 H - L 338 -430 Webs Tens.Comp. L - I 471 -545 L - J 1307 -964 J - K 605 -712 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.130 Q 999 360 VERT(CL):0.301 Q 999 240 HORZ(LL):0.058 K - - HORZ(TL):0.135 K - - Creep Factor: 2.0 Max TC CSI:0.348 Max BC CSI:0.441 Max W eb CSI:0.339 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T27 Ply: 2 Qty:1 SEQN:13326 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T323 DrwNo:079.20.1313.28447 AK /DF 03/19/2020 2 Complete Trusses Required T4 B2 W14 W15 8"32'11"5 7'5"3 7'5"3 11'7"10 4'2"7 16'3"4 4'7"10 21'9" 5'5"12 26'11"4 5'2"4 33'7"5 6'8"1 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 11'4"2 4'4"2 16'3"4 4'11"2 21'5"8 5'2"4 26'7"12 5'2"4 33'7"5 6'11"91'8" 6"1 8'1"135'11"21'8'6"212'A B C D E F G H I J K LMNOPQ RSTUV 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 4X4 1.5X4 1.5X4 5X5 5X8 5X5 6X81.5X4 5X5 3X6 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W14 2x4 SP 2250f-1.9E; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1737 /-/-/1269 /594 /360 K 1497 /-/-/1012 /595 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 927 -1456 C - D 677 -1138 D - E 1769 -2528 E - F 1330 -1907 Chords Tens.Comp. F - G 993 -1431 G - H 835 -1248 H - I 576 -920 I - J 681 -1023 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1003 -889 D - T 2298 -1873 V - U 978 -864 T - R 2374 -1934 Chords Tens.Comp. R - Q 2358 -1922 Q - P 1765 -1451 P - O 1333 -1083 O - L 1243 -931 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 827 -929 E - Q 497 -620 F - P 440 -517 H - L 338 -430 Webs Tens.Comp. L - I 471 -545 L - J 1307 -964 J - K 605 -712 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.130 Q 999 360 VERT(CL):0.301 Q 999 240 HORZ(LL):0.058 K - - HORZ(TL):0.135 K - - Creep Factor: 2.0 Max TC CSI:0.348 Max BC CSI:0.441 Max W eb CSI:0.339 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T27 Ply: 2 Qty:1 SEQN:13326 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T323 DrwNo:079.20.1313.28447 AK /DF 03/19/2020 2 Complete Trusses Required T4 B2 W14 W15 8"32'11"5 7'5"3 7'5"3 11'7"10 4'2"7 16'3"4 4'7"10 21'9" 5'5"12 26'11"4 5'2"4 33'7"5 6'8"1 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 11'4"2 4'4"2 16'3"4 4'11"2 21'5"8 5'2"4 26'7"12 5'2"4 33'7"5 6'11"91'8" 6"1 8'1"135'11"21'8'6"212'A B C D E F G H I J K LMNOPQ RSTUV 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 4X4 1.5X4 1.5X4 5X5 5X8 5X5 6X81.5X4 5X5 3X6 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W16 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1882 /-/-/1385 /644 /390 K 1622 /-/-/1086 /644 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.7 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 996 -1563 C - D 734 -1238 D - E 1820 -2637 E - F 1299 -1883 Chords Tens.Comp. F - G 970 -1391 G - H 762 -1121 H - I 431 -698 I - J 513 -778 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1091 -964 D - V 2380 -1926 X - W 1064 -937 V - T 2472 -2000 T - S 2457 -1989 Chords Tens.Comp. S - R 1735 -1422 R - Q 1292 -1052 Q - N 1110 -841 N - L 1091 -825 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - W 889 -1001 E - S 599 -758 F - R 465 -556 G - R 408 -295 Webs Tens.Comp. H - L 454 -582 L - I 388 -444 L - J 1164 -869 J - K 648 -774 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.162 U 999 360 VERT(CL):0.381 U 999 240 HORZ(LL):0.069 K - - HORZ(TL):0.161 K - - Creep Factor: 2.0 Max TC CSI:0.641 Max BC CSI:0.582 Max W eb CSI:0.444 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T28 Ply: 2 Qty:1 SEQN:13411 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T86 DrwNo:079.20.1313.27371 AK /DF 03/19/2020 2 Complete Trusses Required B2 W16 8"32'11"5 8'2"15 8'2"15 13'3"2 5'0"3 17'11"8 4'8"6 23'5"4 5'5"12 28'7"8 5'2"4 33'7"5 4'11"13 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'1"8 1'1"8 12'11"10 4'10"2 17'11"8 4'11"14 23'1"12 5'2"4 26'9"4 3'7"8 28'4" 1'6"12 33'7"5 5'3"51'8" 6"1 8'1"136'5"141'8'6"212'A B C D E F G H I J K LMNOPQRST UVWX 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 5X8 1.5X41.5X4 6X8 1.5X4 5X5 3X5 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W16 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1882 /-/-/1385 /644 /390 K 1622 /-/-/1086 /644 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.7 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 996 -1563 C - D 734 -1238 D - E 1820 -2637 E - F 1299 -1883 Chords Tens.Comp. F - G 970 -1391 G - H 762 -1121 H - I 431 -698 I - J 513 -778 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1091 -964 D - V 2380 -1926 X - W 1064 -937 V - T 2472 -2000 T - S 2457 -1989 Chords Tens.Comp. S - R 1735 -1422 R - Q 1292 -1052 Q - N 1110 -841 N - L 1091 -825 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - W 889 -1001 E - S 599 -758 F - R 465 -556 G - R 408 -295 Webs Tens.Comp. H - L 454 -582 L - I 388 -444 L - J 1164 -869 J - K 648 -774 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.162 U 999 360 VERT(CL):0.381 U 999 240 HORZ(LL):0.069 K - - HORZ(TL):0.161 K - - Creep Factor: 2.0 Max TC CSI:0.641 Max BC CSI:0.582 Max W eb CSI:0.444 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T28 Ply: 2 Qty:1 SEQN:13411 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T86 DrwNo:079.20.1313.27371 AK /DF 03/19/2020 2 Complete Trusses Required B2 W16 8"32'11"5 8'2"15 8'2"15 13'3"2 5'0"3 17'11"8 4'8"6 23'5"4 5'5"12 28'7"8 5'2"4 33'7"5 4'11"13 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'1"8 1'1"8 12'11"10 4'10"2 17'11"8 4'11"14 23'1"12 5'2"4 26'9"4 3'7"8 28'4" 1'6"12 33'7"5 5'3"51'8" 6"1 8'1"136'5"141'8'6"212'A B C D E F G H I J K LMNOPQRST UVWX 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 5X8 1.5X41.5X4 6X8 1.5X4 5X5 3X5 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1882 /-/-/1399 /643 /390 K 1622 /-/-/1072 /645 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.7 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 991 -1557 C - D 732 -1241 D - E 1775 -2608 E - F 1264 -1856 Chords Tens.Comp. F - G 823 -1204 G - H 529 -772 H - I 527 -770 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1095 -958 D - T 2348 -1874 V - U 1068 -930 T - R 2443 -1949 Chords Tens.Comp. R - Q 2428 -1939 Q - P 1711 -1383 P - M 1105 -893 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 881 -1002 E - Q 587 -752 F - P 561 -696 G - P 410 -260 Webs Tens.Comp. G - M 416 -445 M - I 828 -626 I - K 615 -810 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.170 S 999 360 VERT(CL):0.400 S 984 240 HORZ(LL):0.067 K - - HORZ(TL):0.157 K - - Creep Factor: 2.0 Max TC CSI:0.678 Max BC CSI:0.614 Max W eb CSI:0.351 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T29 Ply: 2 Qty:1 SEQN:13414 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T304 DrwNo:079.20.1313.34687 AK /DF 03/19/2020 2 Complete Trusses Required B2 W15 8"32'11"5 8'5"3 8'5"3 13'7"10 5'2"7 20'3"4 6'7"10 26'9"4 6'6" 30'11"4 4'2" 33'7"5 2'8"1 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'3"12 1'3"12 13'4"2 5'0"6 20'3"4 6'11"2 26'7"8 6'4"4 30'7"12 4'0"4 33'7"5 2'11"91'8" 6"1 8'1"137'3"21'8'6"212'A B C D E F G H I J KL M NOPQR STUV 4 12 3X5(C3)3X4(C3) 3X46X12 4X4 5X5 5X5 3X4 5X8 3X4 5X8 3X4 5X10(SRS) 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1882 /-/-/1399 /643 /390 K 1622 /-/-/1072 /645 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.7 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 991 -1557 C - D 732 -1241 D - E 1775 -2608 E - F 1264 -1856 Chords Tens.Comp. F - G 823 -1204 G - H 529 -772 H - I 527 -770 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1095 -958 D - T 2348 -1874 V - U 1068 -930 T - R 2443 -1949 Chords Tens.Comp. R - Q 2428 -1939 Q - P 1711 -1383 P - M 1105 -893 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 881 -1002 E - Q 587 -752 F - P 561 -696 G - P 410 -260 Webs Tens.Comp. G - M 416 -445 M - I 828 -626 I - K 615 -810 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.170 S 999 360 VERT(CL):0.400 S 984 240 HORZ(LL):0.067 K - - HORZ(TL):0.157 K - - Creep Factor: 2.0 Max TC CSI:0.678 Max BC CSI:0.614 Max W eb CSI:0.351 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T29 Ply: 2 Qty:1 SEQN:13414 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T304 DrwNo:079.20.1313.34687 AK /DF 03/19/2020 2 Complete Trusses Required B2 W15 8"32'11"5 8'5"3 8'5"3 13'7"10 5'2"7 20'3"4 6'7"10 26'9"4 6'6" 30'11"4 4'2" 33'7"5 2'8"1 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'3"12 1'3"12 13'4"2 5'0"6 20'3"4 6'11"2 26'7"8 6'4"4 30'7"12 4'0"4 33'7"5 2'11"91'8" 6"1 8'1"137'3"21'8'6"212'A B C D E F G H I J KL M NOPQR STUV 4 12 3X5(C3)3X4(C3) 3X46X12 4X4 5X5 5X5 3X4 5X8 3X4 5X8 3X4 5X10(SRS) 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1737 /-/-/1323 /643 /368 L 1464 /-/-/965 /625 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.3 Min Req =1.5 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 970 -1495 C - D 624 -1091 D - E 1926 -2774 E - F 1483 -2207 Chords Tens.Comp. F - G 1002 -1486 G - H 655 -934 H - I 478 -643 I - J 479 -644 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 948 -802 D - V 2549 -2017 W -U 926 -779 V - T 2530 -2002 Chords Tens.Comp. T - R 2606 -2060 R - Q 2047 -1594 Q - P 1360 -1076 P - M 850 -673 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 743 -875 E - R 454 -538 F - Q 546 -720 G - P 502 -635 Webs Tens.Comp. H - P 415 -281 M - J 855 -642 J - L 527 -701 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.165 S 999 360 VERT(CL):0.388 S 999 240 HORZ(LL):0.062 L - - HORZ(TL):0.145 L - - Creep Factor: 2.0 Max TC CSI:0.312 Max BC CSI:0.554 Max W eb CSI:0.415 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T30 Ply: 2 Qty:1 SEQN:13420 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T220 DrwNo:079.20.1313.41897 AK /DF 03/19/2020 2 Complete Trusses Required B2 W15 8"32'11"5 4'8"7 4'8"7 9'8"3 4'11"12 16'1"10 6'5"7 22'3"4 6'1"10 26'9"4 4'6" 33'7"5 6'10"1 2'4"14 2'4"14 2'6"10 1"12 4'6"11 2'0"1 6'6"12 2'0"1 7' 5"4 9'5" 2'5" 15'10"2 6'5"2 22'3"4 6'5"2 26'7"8 4'4"4 33'7"5 6'11"131'8" 6"1 7'11"21'8'6"212'A B C D E F G H I J L M NOPQR STUVW 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 5X8 1.5X4 5X81.5X4 5X5 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1737 /-/-/1323 /643 /368 L 1464 /-/-/965 /625 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.3 Min Req =1.5 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 970 -1495 C - D 624 -1091 D - E 1926 -2774 E - F 1483 -2207 Chords Tens.Comp. F - G 1002 -1486 G - H 655 -934 H - I 478 -643 I - J 479 -644 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 948 -802 D - V 2549 -2017 W -U 926 -779 V - T 2530 -2002 Chords Tens.Comp. T - R 2606 -2060 R - Q 2047 -1594 Q - P 1360 -1076 P - M 850 -673 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 743 -875 E - R 454 -538 F - Q 546 -720 G - P 502 -635 Webs Tens.Comp. H - P 415 -281 M - J 855 -642 J - L 527 -701 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.165 S 999 360 VERT(CL):0.388 S 999 240 HORZ(LL):0.062 L - - HORZ(TL):0.145 L - - Creep Factor: 2.0 Max TC CSI:0.312 Max BC CSI:0.554 Max W eb CSI:0.415 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T30 Ply: 2 Qty:1 SEQN:13420 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T220 DrwNo:079.20.1313.41897 AK /DF 03/19/2020 2 Complete Trusses Required B2 W15 8"32'11"5 4'8"7 4'8"7 9'8"3 4'11"12 16'1"10 6'5"7 22'3"4 6'1"10 26'9"4 4'6" 33'7"5 6'10"1 2'4"14 2'4"14 2'6"10 1"12 4'6"11 2'0"1 6'6"12 2'0"1 7' 5"4 9'5" 2'5" 15'10"2 6'5"2 22'3"4 6'5"2 26'7"8 4'4"4 33'7"5 6'11"131'8" 6"1 7'11"21'8'6"212'A B C D E F G H I J L M NOPQR STUVW 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 5X8 1.5X4 5X81.5X4 5X5 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1740 /-/-/1310 /591 /381 K 1498 /-/-/989 /605 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 920 -1439 C - D 663 -1148 D - E 1609 -2411 E - F 1134 -1719 Chords Tens.Comp. F - G 745 -1106 G - H 553 -752 H - I 457 -587 I - J 456 -586 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1013 -869 D - T 2171 -1701 V - U 988 -845 T - R 2258 -1769 Chords Tens.Comp. R - Q 2245 -1759 Q - P 1585 -1240 P - O 997 -801 O - L 685 -550 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 800 -927 E - Q 548 -691 F - P 491 -656 P - G 389 -247 Webs Tens.Comp. G - O 479 -594 H - O 487 -371 L - J 849 -660 J - K 552 -714 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.158 S 999 360 VERT(CL):0.372 S 999 240 HORZ(LL):0.060 K - - HORZ(TL):0.141 K - - Creep Factor: 2.0 Max TC CSI:0.464 Max BC CSI:0.517 Max W eb CSI:0.472 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T31 Ply: 2 Qty:1 SEQN:13425 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T300 DrwNo:079.20.1313.40399 AK /DF 03/19/2020 2 Complete Trusses Required B2 W15 8"32'11"5 8'5"3 8'5"3 13'7"10 5'2"7 20'6"12 6'11"2 24'3"4 3'8"8 26'9"4 2'6" 33'7"5 6'10"1 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'3"12 1'3"12 13'4"2 5'0"6 20'3"4 6'11"2 24'3"4 4' 26'7"8 2'4"4 33'7"5 6'11"131'8" 6"1 8'7"21'8'11"712'A B C D E F G H I J K LMNOPQR STUV 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 5X8 1.5X4 5X81.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1740 /-/-/1310 /591 /381 K 1498 /-/-/989 /605 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 920 -1439 C - D 663 -1148 D - E 1609 -2411 E - F 1134 -1719 Chords Tens.Comp. F - G 745 -1106 G - H 553 -752 H - I 457 -587 I - J 456 -586 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1013 -869 D - T 2171 -1701 V - U 988 -845 T - R 2258 -1769 Chords Tens.Comp. R - Q 2245 -1759 Q - P 1585 -1240 P - O 997 -801 O - L 685 -550 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 800 -927 E - Q 548 -691 F - P 491 -656 P - G 389 -247 Webs Tens.Comp. G - O 479 -594 H - O 487 -371 L - J 849 -660 J - K 552 -714 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.158 S 999 360 VERT(CL):0.372 S 999 240 HORZ(LL):0.060 K - - HORZ(TL):0.141 K - - Creep Factor: 2.0 Max TC CSI:0.464 Max BC CSI:0.517 Max W eb CSI:0.472 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T31 Ply: 2 Qty:1 SEQN:13425 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T300 DrwNo:079.20.1313.40399 AK /DF 03/19/2020 2 Complete Trusses Required B2 W15 8"32'11"5 8'5"3 8'5"3 13'7"10 5'2"7 20'6"12 6'11"2 24'3"4 3'8"8 26'9"4 2'6" 33'7"5 6'10"1 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'3"12 1'3"12 13'4"2 5'0"6 20'3"4 6'11"2 24'3"4 4' 26'7"8 2'4"4 33'7"5 6'11"131'8" 6"1 8'7"21'8'11"712'A B C D E F G H I J K LMNOPQR STUV 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 5X8 1.5X4 5X81.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W16 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1738 /-/-/1306 /594 /385 L 1496 /-/-/986 /605 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.3 Min Req =1.5 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 935 -1438 C - D 669 -1145 D - E 1617 -2409 E - F 1138 -1713 Chords Tens.Comp. F - G 753 -1109 G - H 440 -586 H - I 458 -526 I - J 456 -525 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 1010 -863 D - U 2170 -1698 W -V 985 -838 U - S 2257 -1765 Chords Tens.Comp. S - R 2244 -1756 R - Q 1579 -1231 Q - N 1002 -799 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - V 793 -924 E - R 554 -697 F - Q 485 -644 G - N 513 -660 Webs Tens.Comp. N - J 694 -565 M - J 552 -667 M - K 694 -538 K - L 605 -744 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.61 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.158 T 999 360 VERT(CL):0.372 T 999 240 HORZ(LL):0.062 M - - HORZ(TL):0.144 M - - Creep Factor: 2.0 Max TC CSI:0.460 Max BC CSI:0.516 Max W eb CSI:0.420 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T32 Ply: 2 Qty:1 SEQN:13433 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T318 DrwNo:079.20.1313.27792 AK /DF 03/19/2020 2 Complete Trusses Required B2 W16 8"32'11"5 8'5"8 8'5"8 13'7"5 5'1"13 20'6"12 6'11"7 26'3"4 5'8"8 31'8"12 5'5"8 33'7"5 1'10"9 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'3"12 1'3"12 13'4"2 5'0"6 20'3"4 6'11"2 26'7"8 6'4"4 31'7" 4'11"8 33'7"5 2'0"51'8" 6"1 8'7"101'9'3"29'7"712'A B C D E F G H I J K LM NOPQRS TUVW 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 5X51.5X4 5X141.5X4 3X8 5X8 3X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W16 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1738 /-/-/1306 /594 /385 L 1496 /-/-/986 /605 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.3 Min Req =1.5 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 935 -1438 C - D 669 -1145 D - E 1617 -2409 E - F 1138 -1713 Chords Tens.Comp. F - G 753 -1109 G - H 440 -586 H - I 458 -526 I - J 456 -525 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 1010 -863 D - U 2170 -1698 W -V 985 -838 U - S 2257 -1765 Chords Tens.Comp. S - R 2244 -1756 R - Q 1579 -1231 Q - N 1002 -799 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - V 793 -924 E - R 554 -697 F - Q 485 -644 G - N 513 -660 Webs Tens.Comp. N - J 694 -565 M - J 552 -667 M - K 694 -538 K - L 605 -744 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.61 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.158 T 999 360 VERT(CL):0.372 T 999 240 HORZ(LL):0.062 M - - HORZ(TL):0.144 M - - Creep Factor: 2.0 Max TC CSI:0.460 Max BC CSI:0.516 Max W eb CSI:0.420 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T32 Ply: 2 Qty:1 SEQN:13433 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T318 DrwNo:079.20.1313.27792 AK /DF 03/19/2020 2 Complete Trusses Required B2 W16 8"32'11"5 8'5"8 8'5"8 13'7"5 5'1"13 20'6"12 6'11"7 26'3"4 5'8"8 31'8"12 5'5"8 33'7"5 1'10"9 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'3"12 1'3"12 13'4"2 5'0"6 20'3"4 6'11"2 26'7"8 6'4"4 31'7" 4'11"8 33'7"5 2'0"51'8" 6"1 8'7"101'9'3"29'7"712'A B C D E F G H I J K LM NOPQRS TUVW 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 5X51.5X4 5X141.5X4 3X8 5X8 3X3 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W16 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1738 /-/-/1147 /601 /388 L 1496 /-/-/870 /610 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.3 Min Req =1.5 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 953 -1436 C - D 678 -1145 D - E 1629 -2410 E - F 1150 -1712 Chords Tens.Comp. F - G 763 -1110 G - H 456 -585 H - I 530 -567 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 1010 -860 D - U 2170 -1698 W -V 985 -836 U - S 2258 -1766 Chords Tens.Comp. S - R 2244 -1757 R - Q 1578 -1232 Q - N 1004 -797 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - V 791 -924 E - R 554 -699 F - Q 488 -641 G - N 501 -667 N - I 919 -796 Webs Tens.Comp. N - M 408 -328 I - M 616 -726 M - J 560 -442 J - L 587 -712 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.160 T 999 360 VERT(CL):0.376 T 999 240 HORZ(LL):0.068 L - - HORZ(TL):0.159 L - - Creep Factor: 2.0 Max TC CSI:0.459 Max BC CSI:0.516 Max W eb CSI:0.576 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T33 Ply: 2 Qty:1 SEQN:13437 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T317 DrwNo:079.20.1313.37495 AK /DF 03/19/2020 2 Complete Trusses Required B2 W16 8"32'11"5 8'5"8 8'5"8 13'7"5 5'1"13 20'6"12 6'11"7 26'9"4 6'2"8 28'3"4 1'6" 29'8"12 1'5"8 33'7"5 3'10"9 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'3"12 1'3"12 13'4"2 5'0"6 20'3"4 6'11"2 26'7"8 6'4"4 28'5" 1'9"8 33'7"5 5'2"51'8" 6"1 8'7"101'9'11"210'3"712'A B C D E F G H I J K LM NOPQRS TUVW 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 1.5X4 6X81.5X4 5X5 3X8 5X5 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W16 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1738 /-/-/1147 /601 /388 L 1496 /-/-/870 /610 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.3 Min Req =1.5 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 953 -1436 C - D 678 -1145 D - E 1629 -2410 E - F 1150 -1712 Chords Tens.Comp. F - G 763 -1110 G - H 456 -585 H - I 530 -567 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 1010 -860 D - U 2170 -1698 W -V 985 -836 U - S 2258 -1766 Chords Tens.Comp. S - R 2244 -1757 R - Q 1578 -1232 Q - N 1004 -797 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - V 791 -924 E - R 554 -699 F - Q 488 -641 G - N 501 -667 N - I 919 -796 Webs Tens.Comp. N - M 408 -328 I - M 616 -726 M - J 560 -442 J - L 587 -712 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.160 T 999 360 VERT(CL):0.376 T 999 240 HORZ(LL):0.068 L - - HORZ(TL):0.159 L - - Creep Factor: 2.0 Max TC CSI:0.459 Max BC CSI:0.516 Max W eb CSI:0.576 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T33 Ply: 2 Qty:1 SEQN:13437 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T317 DrwNo:079.20.1313.37495 AK /DF 03/19/2020 2 Complete Trusses Required B2 W16 8"32'11"5 8'5"8 8'5"8 13'7"5 5'1"13 20'6"12 6'11"7 26'9"4 6'2"8 28'3"4 1'6" 29'8"12 1'5"8 33'7"5 3'10"9 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'3"12 1'3"12 13'4"2 5'0"6 20'3"4 6'11"2 26'7"8 6'4"4 28'5" 1'9"8 33'7"5 5'2"51'8" 6"1 8'7"101'9'11"210'3"712'A B C D E F G H I J K LM NOPQRS TUVW 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 1.5X4 6X81.5X4 5X5 3X8 5X5 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1738 /-/-/1144 /605 /390 K 1496 /-/-/865 /613 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 958 -1436 C - D 677 -1145 D - E 1627 -2410 E - F 1148 -1712 Chords Tens.Comp. F - G 759 -1110 G - H 452 -584 H - I 510 -556 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1010 -860 D - T 2170 -1697 V - U 985 -835 T - R 2258 -1764 Chords Tens.Comp. R - Q 2244 -1755 Q - P 1578 -1229 P - M 1004 -793 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 791 -924 E - Q 554 -699 F - P 489 -641 G - M 500 -669 Webs Tens.Comp. M - I 828 -684 I - L 581 -656 L - J 636 -529 J - K 662 -731 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.159 S 999 360 VERT(CL):0.374 S 999 240 HORZ(LL):0.065 L - - HORZ(TL):0.151 L - - Creep Factor: 2.0 Max TC CSI:0.459 Max BC CSI:0.516 Max W eb CSI:0.495 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T34 Ply: 2 Qty:1 SEQN:13441 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T320 DrwNo:079.20.1313.28993 AK /DF 03/19/2020 2 Complete Trusses Required B2 W15 8"32'11"5 8'5"8 8'5"8 13'7"5 5'1"13 20'6"12 6'11"7 26'9"4 6'2"8 29' 2'2"12 33'7"5 4'7"5 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'3"12 1'3"12 13'4"2 5'0"6 20'3"4 6'11"2 26'7"8 6'4"4 29' 2'4"8 33'7"5 4'7"51'8" 6"1 8'7"101'10'2"110'6"612'A B C D E F G H I J KL M NOPQR STUV 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 1.5X4 6X81.5X4 5X8 3X8 3X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1738 /-/-/1144 /605 /390 K 1496 /-/-/865 /613 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.3 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 958 -1436 C - D 677 -1145 D - E 1627 -2410 E - F 1148 -1712 Chords Tens.Comp. F - G 759 -1110 G - H 452 -584 H - I 510 -556 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1010 -860 D - T 2170 -1697 V - U 985 -835 T - R 2258 -1764 Chords Tens.Comp. R - Q 2244 -1755 Q - P 1578 -1229 P - M 1004 -793 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - U 791 -924 E - Q 554 -699 F - P 489 -641 G - M 500 -669 Webs Tens.Comp. M - I 828 -684 I - L 581 -656 L - J 636 -529 J - K 662 -731 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.159 S 999 360 VERT(CL):0.374 S 999 240 HORZ(LL):0.065 L - - HORZ(TL):0.151 L - - Creep Factor: 2.0 Max TC CSI:0.459 Max BC CSI:0.516 Max W eb CSI:0.495 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T34 Ply: 2 Qty:1 SEQN:13441 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T320 DrwNo:079.20.1313.28993 AK /DF 03/19/2020 2 Complete Trusses Required B2 W15 8"32'11"5 8'5"8 8'5"8 13'7"5 5'1"13 20'6"12 6'11"7 26'9"4 6'2"8 29' 2'2"12 33'7"5 4'7"5 2'4"14 2'4"14 2'6"10 1"12 6'6"12 4'0"2 7' 5"4 8'3"12 1'3"12 13'4"2 5'0"6 20'3"4 6'11"2 26'7"8 6'4"4 29' 2'4"8 33'7"5 4'7"51'8" 6"1 8'7"101'10'2"110'6"612'A B C D E F G H I J KL M NOPQR STUV 4 12 3X5(C3)3X4(C3) 6X12 1.5X4 1.5X4 1.5X4 5X5 5X5 1.5X4 6X81.5X4 5X8 3X8 3X3 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W6,W8 2x4 SP 2250f-1.9E; W9 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.854' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1783 /-/-/1144 /605 /390 I 1665 /-/-/865 /613 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =2.8 I Brg Width = 3.3 Min Req =2.7 Bearings B & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2196 -3465 C - D 1951 -3289 D - E 1665 -2753 Chords Tens.Comp. E - F 1177 -1874 F - G 606 -812 G - H 631 -765 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3036 -2292 M - L 3033 -2294 Chords Tens.Comp. L - K 2527 -1873 K - J 1673 -1234 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 443 -526 L - E 448 -181 E - K 775 -1027 K - F 856 -462 Webs Tens.Comp. F - J 1033 -1433 J - H 1426 -1087 H - I 1320 -1597 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.160 L 999 360 VERT(CL):0.340 L 999 240 HORZ(LL):0.044 J - - HORZ(TL):0.096 J - - Creep Factor: 2.0 Max TC CSI:0.677 Max BC CSI:0.875 Max W eb CSI:0.898 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T35 Ply: 1 Qty:2 SEQN:13447 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T328 DrwNo:079.20.1313.42458 AK /DF 03/19/2020 T1 B1 W6 W8 W9 8"32'11"5 7'7"5 7'7"5 14'9"2 7'1"13 21'11"10 7'2"8 29' 7'0"6 33'7"5 4'7"5 7'5"9 7'5"9 14'5"15 7'0"6 21'8"2 7'2"2 29' 7'3"14 33'7"5 4'7"51'8" 6"1 8'7"1010'2"110'6"6(WB1) (WB2) (WB1) 12'A B C D E F G H IJKLM 4 12 3X8(C4)3X4(C4) 3X4 1.5X4 3X4 5X5 5X5 5X5 3X5 5X5 5X8 5X5 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W6,W8 2x4 SP 2250f-1.9E; W9 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.854' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1783 /-/-/1144 /605 /390 I 1665 /-/-/865 /613 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =2.8 I Brg Width = 3.3 Min Req =2.7 Bearings B & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2196 -3465 C - D 1951 -3289 D - E 1665 -2753 Chords Tens.Comp. E - F 1177 -1874 F - G 606 -812 G - H 631 -765 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3036 -2292 M - L 3033 -2294 Chords Tens.Comp. L - K 2527 -1873 K - J 1673 -1234 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 443 -526 L - E 448 -181 E - K 775 -1027 K - F 856 -462 Webs Tens.Comp. F - J 1033 -1433 J - H 1426 -1087 H - I 1320 -1597 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.160 L 999 360 VERT(CL):0.340 L 999 240 HORZ(LL):0.044 J - - HORZ(TL):0.096 J - - Creep Factor: 2.0 Max TC CSI:0.677 Max BC CSI:0.875 Max W eb CSI:0.898 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T35 Ply: 1 Qty:2 SEQN:13447 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T328 DrwNo:079.20.1313.42458 AK /DF 03/19/2020 T1 B1 W6 W8 W9 8"32'11"5 7'7"5 7'7"5 14'9"2 7'1"13 21'11"10 7'2"8 29' 7'0"6 33'7"5 4'7"5 7'5"9 7'5"9 14'5"15 7'0"6 21'8"2 7'2"2 29' 7'3"14 33'7"5 4'7"51'8" 6"1 8'7"1010'2"110'6"6(WB1) (WB2) (WB1) 12'A B C D E F G H IJKLM 4 12 3X8(C4)3X4(C4) 3X4 1.5X4 3X4 5X5 5X5 5X5 3X5 5X5 5X8 5X5 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W9 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.854' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 590 /-/-/382 /185 /390 M*101 /-/-/62 /39 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 M Brg Width = 315 Min Req =- Bearings B & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1520 -1998 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 291 -490 Chords Tens.Comp. M - L 305 -501 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - D 434 -440 L - E 375 -447 Webs Tens.Comp. K - F 395 -451 G - J 440 -387 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.027 C 999 360 VERT(CL):0.051 C 999 240 HORZ(LL):-0.016 C - - HORZ(TL):0.028 C - - Creep Factor: 2.0 Max TC CSI:0.823 Max BC CSI:0.460 Max W eb CSI:0.449 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T36 Ply: 1 Qty:1 SEQN:13451 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T336 DrwNo:079.20.1313.41304 AK /DF 03/19/2020 W9 8"32'11"5 7'7"5 7'7"5 14'9"2 7'1"13 21'11"10 7'2"8 29' 7'0"6 33'7"5 4'7"5 7'5"9 7'5"9 14'5"15 7'0"6 21'8"2 7'2"2 29' 7'3"14 33'7"5 4'7"51'8" 6"1 8'7"1010'2"110'6"6(WB1) (WB2) (WB3) (WB1) (WB4) 12'A B C D E F G H IJKLM 4 12 3X5(C3)3X4(C3) 3X4 1.5X4 3X4 5X5 5X5 5X5 3X4 5X5 3X8 4X4 2X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W9 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.854' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 590 /-/-/382 /185 /390 M*101 /-/-/62 /39 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 M Brg Width = 315 Min Req =- Bearings B & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1520 -1998 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 291 -490 Chords Tens.Comp. M - L 305 -501 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - D 434 -440 L - E 375 -447 Webs Tens.Comp. K - F 395 -451 G - J 440 -387 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.36 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.027 C 999 360 VERT(CL):0.051 C 999 240 HORZ(LL):-0.016 C - - HORZ(TL):0.028 C - - Creep Factor: 2.0 Max TC CSI:0.823 Max BC CSI:0.460 Max W eb CSI:0.449 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T36 Ply: 1 Qty:1 SEQN:13451 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T336 DrwNo:079.20.1313.41304 AK /DF 03/19/2020 W9 8"32'11"5 7'7"5 7'7"5 14'9"2 7'1"13 21'11"10 7'2"8 29' 7'0"6 33'7"5 4'7"5 7'5"9 7'5"9 14'5"15 7'0"6 21'8"2 7'2"2 29' 7'3"14 33'7"5 4'7"51'8" 6"1 8'7"1010'2"110'6"6(WB1) (WB2) (WB3) (WB1) (WB4) 12'A B C D E F G H IJKLM 4 12 3X5(C3)3X4(C3) 3X4 1.5X4 3X4 5X5 5X5 5X5 3X4 5X5 3X8 4X4 2X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W8 2x4 SP 2250f-1.9E; Lt Slider: 2x4 SP #2; block length = 1.908' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 547 /-/-/308 /126 /382 M 1594 /-/-/1037 /616 /- I 1190 /-/-/682 /488 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =2.5 I Brg Width = 4.0 Min Req =1.9 Bearings B, M, & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1509 -1953 D - E 779 -1349 E - F 827 -1223 Chords Tens.Comp. F - G 535 -630 G - H 558 -587 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1218 -1036 Chords Tens.Comp. K - J 1078 -907 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - D 1090 -1417 D - L 1362 -800 L - E 341 -394 Webs Tens.Comp. F - J 667 -818 J - H 993 -863 H - I 1101 -1155 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.075 C 999 360 VERT(CL):0.191 C 463 240 HORZ(LL):-0.031 C - - HORZ(TL):0.078 C - - Creep Factor: 2.0 Max TC CSI:0.720 Max BC CSI:0.656 Max W eb CSI:0.778 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T37 Ply: 1 Qty:1 SEQN:13461 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T301 DrwNo:079.20.1313.42519 AK /DF 03/19/2020 W8 7'8"26'4" 7'9"12 7'9"12 14'9"2 6'11"6 21'11"10 7'2"8 29' 7'0"6 34' 5' 7'8" 7'8" 14'5"15 6'9"15 21'8"2 7'2"2 29' 7'3"14 34' 5'1'8" 6"1 8'6"110'2"110'6"6(WB1) (WB2) (WB3) (WB1) 12'A B C D E F G H IJKLM 4 12 3X5(C3) 3X4(C3)3X4 2X6 3X5 5X5 5X5 5X5 3X4 5X5 4X7 3X5 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W8 2x4 SP 2250f-1.9E; Lt Slider: 2x4 SP #2; block length = 1.908' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 547 /-/-/308 /126 /382 M 1594 /-/-/1037 /616 /- I 1190 /-/-/682 /488 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =2.5 I Brg Width = 4.0 Min Req =1.9 Bearings B, M, & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1509 -1953 D - E 779 -1349 E - F 827 -1223 Chords Tens.Comp. F - G 535 -630 G - H 558 -587 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1218 -1036 Chords Tens.Comp. K - J 1078 -907 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - D 1090 -1417 D - L 1362 -800 L - E 341 -394 Webs Tens.Comp. F - J 667 -818 J - H 993 -863 H - I 1101 -1155 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.075 C 999 360 VERT(CL):0.191 C 463 240 HORZ(LL):-0.031 C - - HORZ(TL):0.078 C - - Creep Factor: 2.0 Max TC CSI:0.720 Max BC CSI:0.656 Max W eb CSI:0.778 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T37 Ply: 1 Qty:1 SEQN:13461 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T301 DrwNo:079.20.1313.42519 AK /DF 03/19/2020 W8 7'8"26'4" 7'9"12 7'9"12 14'9"2 6'11"6 21'11"10 7'2"8 29' 7'0"6 34' 5' 7'8" 7'8" 14'5"15 6'9"15 21'8"2 7'2"2 29' 7'3"14 34' 5'1'8" 6"1 8'6"110'2"110'6"6(WB1) (WB2) (WB3) (WB1) 12'A B C D E F G H IJKLM 4 12 3X5(C3) 3X4(C3)3X4 2X6 3X5 5X5 5X5 5X5 3X4 5X5 4X7 3X5 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W8 2x4 SP 2250f-1.9E; W10 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 568 /-/-/338 /135 /403 M 1553 /-/-/998 /595 /- I 1201 /-/-/692 /500 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =2.5 I Brg Width = 4.0 Min Req =1.9 Bearings B, M, & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 803 -1395 D - E 835 -1243 Chords Tens.Comp. E - F 533 -634 F - G 558 -571 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1259 -1090 Chords Tens.Comp. K - J 1097 -948 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 1068 -1377 C - L 1297 -759 K - E 386 -119 Webs Tens.Comp. E - J 687 -842 J - G 884 -792 G - I 1092 -1133 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.038 K 999 360 VERT(CL):0.087 K 999 240 HORZ(LL):-0.012 I - - HORZ(TL):0.026 I - - Creep Factor: 2.0 Max TC CSI:0.728 Max BC CSI:0.669 Max W eb CSI:0.802 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T38 Ply: 1 Qty:1 SEQN:13509 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T279 DrwNo:079.20.1313.42035 AK /DF 03/19/2020 W8 W10 7'8"26'4" 7'9"12 7'9"12 14'9"2 6'11"6 21'11"10 7'2"8 29' 7'0"6 32'7"5 3'7"5 34' 1'4"11 7'8" 7'8" 14'5"15 6'9"15 21'8"2 7'2"2 29' 7'3"14 34' 5'1'8" 6"1 8'11"1010'2"110'6"6(WB1) (WB2) (WB3) (WB1) (WB4) 12'A B C D E F G H IJKLM 4 12 3X4(B1) 2X6 3X5 5X5 5X5 5X5 3X4 5X5 3X8 5X5 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W8 2x4 SP 2250f-1.9E; W10 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 568 /-/-/338 /135 /403 M 1553 /-/-/998 /595 /- I 1201 /-/-/692 /500 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =2.5 I Brg Width = 4.0 Min Req =1.9 Bearings B, M, & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 803 -1395 D - E 835 -1243 Chords Tens.Comp. E - F 533 -634 F - G 558 -571 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1259 -1090 Chords Tens.Comp. K - J 1097 -948 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 1068 -1377 C - L 1297 -759 K - E 386 -119 Webs Tens.Comp. E - J 687 -842 J - G 884 -792 G - I 1092 -1133 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.038 K 999 360 VERT(CL):0.087 K 999 240 HORZ(LL):-0.012 I - - HORZ(TL):0.026 I - - Creep Factor: 2.0 Max TC CSI:0.728 Max BC CSI:0.669 Max W eb CSI:0.802 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T38 Ply: 1 Qty:1 SEQN:13509 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T279 DrwNo:079.20.1313.42035 AK /DF 03/19/2020 W8 W10 7'8"26'4" 7'9"12 7'9"12 14'9"2 6'11"6 21'11"10 7'2"8 29' 7'0"6 32'7"5 3'7"5 34' 1'4"11 7'8" 7'8" 14'5"15 6'9"15 21'8"2 7'2"2 29' 7'3"14 34' 5'1'8" 6"1 8'11"1010'2"110'6"6(WB1) (WB2) (WB3) (WB1) (WB4) 12'A B C D E F G H IJKLM 4 12 3X4(B1) 2X6 3X5 5X5 5X5 5X5 3X4 5X5 3X8 5X5 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W4,W21 2x4 SP 2250f-1.9E; W22 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 315 /-/-/201 /-/420 AB 1661 /-/-/1061 /736 /- J 1185 /-/-/715 /495 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 AB Brg Width = 8.0 Min Req =2.6 J Brg Width = 4.0 Min Req =1.9 Bearings A, AB, & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 428 -941 B - C 46 -488 C - D 244 -709 D - E 917 -1759 Chords Tens.Comp. E - F 879 -1456 F - G 480 -699 G - H 512 -590 H - I 397 -455 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 1592 -1298 U - R 1613 -1305 R - Q 1269 -1072 Chords Tens.Comp. Q - O 1292 -1081 O - M 489 -427 M - L 492 -429 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AB 473 -355 AB-AA 1145 -1414 AA- D 1145 -1389 D - V 1705 -1315 R - F 423 -146 F - O 743 -944 Webs Tens.Comp. O - H 682 -700 H - L 854 -958 L - I 1118 -977 K - I 985 -1145 K - J 984 -1142 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.34 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.069 T 999 360 VERT(CL):0.196 Z 999 240 HORZ(LL):-0.021 N - - HORZ(TL):0.049 N - - Creep Factor: 2.0 Max TC CSI:0.689 Max BC CSI:0.674 Max W eb CSI:0.844 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T39 Ply: 1 Qty:1 SEQN:13513 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T311 DrwNo:079.20.1313.42396 AK /DF 03/19/2020 W4 W21 W22 8"7'26'4" 3'10"14 3'10"14 7'9"12 3'10"14 14'9"2 6'11"6 21'11"10 7'2"8 29' 7'0"6 30'1"5 1'1"5 34' 3'10"11 3'9"2 3'9"2 7'6"4 3'9"2 7'9"12 3"8 11'5" 3'7"4 12'10"12 1'5"12 13'0"8 1"12 14'5"15 1'5"7 19'8"8 5'2"9 19'10"4 1"12 21'7"8 1'9"4 28'7" 6'11"8 29' 5" 30'0"12 1'0"12 30'2"8 1"12 30'4"13 2"5 33'6"8 3'1"11 34' 5"8 6"1 9'9"101'4"10'2"1(WB1) (WB2) (a) 12' A B C D E F G H I J KLM NOPQ R ST UVW XYZAAABAC 4 12 3X5(C3)3X4(C3) 3X4 3X4 4X53X3 3X6 1.5X63X4 4X5 5X5 5X5 1.5X67X6 3X4 5X5 5X5 3X8 4X4 5X5 4X4 5X5 4X4 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W4,W21 2x4 SP 2250f-1.9E; W22 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 315 /-/-/201 /-/420 AB 1661 /-/-/1061 /736 /- J 1185 /-/-/715 /495 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 AB Brg Width = 8.0 Min Req =2.6 J Brg Width = 4.0 Min Req =1.9 Bearings A, AB, & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 428 -941 B - C 46 -488 C - D 244 -709 D - E 917 -1759 Chords Tens.Comp. E - F 879 -1456 F - G 480 -699 G - H 512 -590 H - I 397 -455 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 1592 -1298 U - R 1613 -1305 R - Q 1269 -1072 Chords Tens.Comp. Q - O 1292 -1081 O - M 489 -427 M - L 492 -429 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AB 473 -355 AB-AA 1145 -1414 AA- D 1145 -1389 D - V 1705 -1315 R - F 423 -146 F - O 743 -944 Webs Tens.Comp. O - H 682 -700 H - L 854 -958 L - I 1118 -977 K - I 985 -1145 K - J 984 -1142 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.34 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.069 T 999 360 VERT(CL):0.196 Z 999 240 HORZ(LL):-0.021 N - - HORZ(TL):0.049 N - - Creep Factor: 2.0 Max TC CSI:0.689 Max BC CSI:0.674 Max W eb CSI:0.844 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T39 Ply: 1 Qty:1 SEQN:13513 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T311 DrwNo:079.20.1313.42396 AK /DF 03/19/2020 W4 W21 W22 8"7'26'4" 3'10"14 3'10"14 7'9"12 3'10"14 14'9"2 6'11"6 21'11"10 7'2"8 29' 7'0"6 30'1"5 1'1"5 34' 3'10"11 3'9"2 3'9"2 7'6"4 3'9"2 7'9"12 3"8 11'5" 3'7"4 12'10"12 1'5"12 13'0"8 1"12 14'5"15 1'5"7 19'8"8 5'2"9 19'10"4 1"12 21'7"8 1'9"4 28'7" 6'11"8 29' 5" 30'0"12 1'0"12 30'2"8 1"12 30'4"13 2"5 33'6"8 3'1"11 34' 5"8 6"1 9'9"101'4"10'2"1(WB1) (WB2) (a) 12' A B C D E F G H I J KLM NOPQ R ST UVW XYZAAABAC 4 12 3X5(C3)3X4(C3) 3X4 3X4 4X53X3 3X6 1.5X63X4 4X5 5X5 5X5 1.5X67X6 3X4 5X5 5X5 3X8 4X4 5X5 4X4 5X5 4X4 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W9,W11 2x4 SP 2250f-1.9E; W12 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 188 /-/-/203 /-/457 N 1708 /-/-/1092 /802 /- I 1182 /-/-/724 /509 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- N Brg Width = 8.0 Min Req =2.7 I Brg Width = 4.0 Min Req =1.9 Bearings N & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -750 B - C 0 -736 C - D 394 -1037 Chords Tens.Comp. D - E 425 -1358 E - F 525 -1157 F - G 215 -482 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - R 403 -333 L - K 1224 -901 Chords Tens.Comp. K - J 1009 -806 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - N 1334 -1526 M - D 1312 -1514 D - L 1390 -1082 L - E 437 -353 Webs Tens.Comp. K - F 409 -82 F - J 739 -948 G - J 818 -540 G - I 911 -1097 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.057 Q 999 360 VERT(CL):0.129 Q 651 240 HORZ(LL):-0.025 S - - HORZ(TL):0.049 S - - Creep Factor: 2.0 Max TC CSI:0.932 Max BC CSI:0.702 Max W eb CSI:0.951 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T40 Ply: 1 Qty:1 SEQN:13519 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T310 DrwNo:079.20.1313.39758 AK /DF 03/19/2020 W5 W9 W11 W12 7'26'4" 7'1"12 7'1"12 14'8"15 7'7"3 22'4"11 7'7"13 29'8"11 7'4" 33'4" 3'7"5 1'8"14 1'8"14 1'10"10 1"12 3'4" 1'5"6 4'9"12 1'5"12 6'10"4 2'0"8 14'5"12 7'7"8 22'1"3 7'7"8 29'8"11 7'7"8 33'4" 3'7"5 8"12 10'7"101'(WB1) (WB2) (WB4) (WB3) (a) 12' A BC D E F G H IJKL M NOP QRS 4 12 3X4(E3)3X6(E3) 3X43X8 3X32X6 4X4 4X4 5X5 5X5 3X4 5X8 3X4 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W9,W11 2x4 SP 2250f-1.9E; W12 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 188 /-/-/203 /-/457 N 1708 /-/-/1092 /802 /- I 1182 /-/-/724 /509 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- N Brg Width = 8.0 Min Req =2.7 I Brg Width = 4.0 Min Req =1.9 Bearings N & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -750 B - C 0 -736 C - D 394 -1037 Chords Tens.Comp. D - E 425 -1358 E - F 525 -1157 F - G 215 -482 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - R 403 -333 L - K 1224 -901 Chords Tens.Comp. K - J 1009 -806 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - N 1334 -1526 M - D 1312 -1514 D - L 1390 -1082 L - E 437 -353 Webs Tens.Comp. K - F 409 -82 F - J 739 -948 G - J 818 -540 G - I 911 -1097 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.057 Q 999 360 VERT(CL):0.129 Q 651 240 HORZ(LL):-0.025 S - - HORZ(TL):0.049 S - - Creep Factor: 2.0 Max TC CSI:0.932 Max BC CSI:0.702 Max W eb CSI:0.951 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T40 Ply: 1 Qty:1 SEQN:13519 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T310 DrwNo:079.20.1313.39758 AK /DF 03/19/2020 W5 W9 W11 W12 7'26'4" 7'1"12 7'1"12 14'8"15 7'7"3 22'4"11 7'7"13 29'8"11 7'4" 33'4" 3'7"5 1'8"14 1'8"14 1'10"10 1"12 3'4" 1'5"6 4'9"12 1'5"12 6'10"4 2'0"8 14'5"12 7'7"8 22'1"3 7'7"8 29'8"11 7'7"8 33'4" 3'7"5 8"12 10'7"101'(WB1) (WB2) (WB4) (WB3) (a) 12' A BC D E F G H IJKL M NOP QRS 4 12 3X4(E3)3X6(E3) 3X43X8 3X32X6 4X4 4X4 5X5 5X5 3X4 5X8 3X4 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W6,W12,W13 2x4 SP 2250f-1.9E; W14 2x6 SP #2; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 163 /-31 /-/126 /-/469 M 1813 /-/-/1164 /774 /- I 1159 /-/-/725 /559 /- Wind reactions based on MWFRS O Brg Width = -Min Req =- M Brg Width = 8.0 Min Req =2.9 I Brg Width = 4.0 Min Req =1.8 Bearings M & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 547 -786 C - D 472 -1275 D - E 486 -1118 Chords Tens.Comp. E - F 162 -474 F - G 327 -442 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 5 -755 N - M 82 -482 Chords Tens.Comp. L - K 1149 -1001 K - J 970 -811 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 427 -190 B - M 499 -404 M - C 1221 -1558 C - L 1525 -962 L - D 370 -391 Webs Tens.Comp. K - E 397 -141 E - J 705 -875 F - J 541 -441 J - G 1229 -1074 G - I 1019 -1110 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.54 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 K 999 360 VERT(CL):0.090 K 999 240 HORZ(LL):-0.014 I - - HORZ(TL):0.026 H - - Creep Factor: 2.0 Max TC CSI:0.836 Max BC CSI:0.697 Max W eb CSI:0.930 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T41 Ply: 1 Qty:1 SEQN:13523 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T305 DrwNo:079.20.1313.37542 AK /DF 03/19/2020 W6 W12 W13 W14 7'26'4" 2'7"12 2'7"12 7'1"12 4'6" 14'8"15 7'7"3 22'4"6 7'7"8 29'10"7 7'6"1 32'2"11 2'4"4 33'4" 1'1"5 2'4"4 2'4"4 6'10"4 4'6" 14'5"12 7'7"8 22'1"3 7'7"8 29'10"7 7'9"4 33'4" 3'5"9 1'7"5 11'5"10(WB1) (W B2) (W B2) (WB4) (WB3) (a) 12' A B C D E F G H IJKLMNO 4 12 3X3 1.5X4 3X4 5X5 4X5 3X6 5X6 5X5 5X5 5X5 1.5X4 3X10 5X52X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W6,W12,W13 2x4 SP 2250f-1.9E; W14 2x6 SP #2; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 163 /-31 /-/126 /-/469 M 1813 /-/-/1164 /774 /- I 1159 /-/-/725 /559 /- Wind reactions based on MWFRS O Brg Width = -Min Req =- M Brg Width = 8.0 Min Req =2.9 I Brg Width = 4.0 Min Req =1.8 Bearings M & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 547 -786 C - D 472 -1275 D - E 486 -1118 Chords Tens.Comp. E - F 162 -474 F - G 327 -442 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 5 -755 N - M 82 -482 Chords Tens.Comp. L - K 1149 -1001 K - J 970 -811 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 427 -190 B - M 499 -404 M - C 1221 -1558 C - L 1525 -962 L - D 370 -391 Webs Tens.Comp. K - E 397 -141 E - J 705 -875 F - J 541 -441 J - G 1229 -1074 G - I 1019 -1110 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.54 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 K 999 360 VERT(CL):0.090 K 999 240 HORZ(LL):-0.014 I - - HORZ(TL):0.026 H - - Creep Factor: 2.0 Max TC CSI:0.836 Max BC CSI:0.697 Max W eb CSI:0.930 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T41 Ply: 1 Qty:1 SEQN:13523 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T305 DrwNo:079.20.1313.37542 AK /DF 03/19/2020 W6 W12 W13 W14 7'26'4" 2'7"12 2'7"12 7'1"12 4'6" 14'8"15 7'7"3 22'4"6 7'7"8 29'10"7 7'6"1 32'2"11 2'4"4 33'4" 1'1"5 2'4"4 2'4"4 6'10"4 4'6" 14'5"12 7'7"8 22'1"3 7'7"8 29'10"7 7'9"4 33'4" 3'5"9 1'7"5 11'5"10(WB1) (W B2) (W B2) (WB4) (WB3) (a) 12' A B C D E F G H IJKLMNO 4 12 3X3 1.5X4 3X4 5X5 4X5 3X6 5X6 5X5 5X5 5X5 1.5X4 3X10 5X52X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W21 2x6 SP #2; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 149 /-70 /-/129 /6 /457 V 1852 /-/-/1189 /818 /- I 1157 /-/-/711 /553 /- Wind reactions based on MWFRS X Brg Width = -Min Req =- V Brg Width = 8.0 Min Req =2.9 I Brg Width = 4.0 Min Req =1.8 Bearings V & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 375 -631 B - C 663 -929 C - D 678 -1442 Chords Tens.Comp. D - E 794 -1428 E - F 445 -1018 F - G 337 -716 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - W 13 -734 W -V 1 -412 V - S 96 -459 U - T 78 -488 Chords Tens.Comp. T - Q 81 -493 P - O 1107 -933 M - K 625 -535 K - J 620 -540 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - W 700 -420 B - V 364 -399 V - U 1207 -1521 U - C 1181 -1372 U - S 486 -101 C - Q 1835 -1334 Q - P 1112 -943 Webs Tens.Comp. Q - E 269 -384 O - M 928 -766 F - M 367 -455 M - G 729 -511 G - J 983 -1134 J - I 1038 -1106 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.99 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.044 E 999 360 VERT(CL):0.101 E 999 240 HORZ(LL):-0.022 I - - HORZ(TL):0.047 L - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.448 Max W eb CSI:0.981 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T42 Ply: 1 Qty:1 SEQN:13527 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T314 DrwNo:079.20.1313.31942 AK /DF 03/19/2020 W21 7'26'4" 4'7"12 4'7"12 7'1"12 2'6" 12'2"12 5'1" 17'4" 5'1"4 22'9"7 5'5"6 27'11" 5'1"9 33'4" 5'5" 4'4"4 4'4"4 6'10"4 2'6" 7'1"12 3"8 10'9" 3'7"4 12'1" 1'4" 17'2"9 5'1"9 22'7"11 5'5"1 27'11" 5'3"5 29'4"12 1'5"12 29'6"8 1"12 32'10"8 3'4" 33'4" 5"82'3"511'10"11'4"11'8"9(WB1) (WB2)(a) 12' A B C D E F G H I JK LMNOP Q RSTUVWX 4 12 4X4 3X4 5X5 4X55X5 4X5 4X4 5X10 3X5 5X8 4X7 3X4 5X82X4 3X4 4X4 7X8 2X4 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W21 2x6 SP #2; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 149 /-70 /-/129 /6 /457 V 1852 /-/-/1189 /818 /- I 1157 /-/-/711 /553 /- Wind reactions based on MWFRS X Brg Width = -Min Req =- V Brg Width = 8.0 Min Req =2.9 I Brg Width = 4.0 Min Req =1.8 Bearings V & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 375 -631 B - C 663 -929 C - D 678 -1442 Chords Tens.Comp. D - E 794 -1428 E - F 445 -1018 F - G 337 -716 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - W 13 -734 W -V 1 -412 V - S 96 -459 U - T 78 -488 Chords Tens.Comp. T - Q 81 -493 P - O 1107 -933 M - K 625 -535 K - J 620 -540 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - W 700 -420 B - V 364 -399 V - U 1207 -1521 U - C 1181 -1372 U - S 486 -101 C - Q 1835 -1334 Q - P 1112 -943 Webs Tens.Comp. Q - E 269 -384 O - M 928 -766 F - M 367 -455 M - G 729 -511 G - J 983 -1134 J - I 1038 -1106 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.99 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.044 E 999 360 VERT(CL):0.101 E 999 240 HORZ(LL):-0.022 I - - HORZ(TL):0.047 L - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.448 Max W eb CSI:0.981 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T42 Ply: 1 Qty:1 SEQN:13527 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T314 DrwNo:079.20.1313.31942 AK /DF 03/19/2020 W21 7'26'4" 4'7"12 4'7"12 7'1"12 2'6" 12'2"12 5'1" 17'4" 5'1"4 22'9"7 5'5"6 27'11" 5'1"9 33'4" 5'5" 4'4"4 4'4"4 6'10"4 2'6" 7'1"12 3"8 10'9" 3'7"4 12'1" 1'4" 17'2"9 5'1"9 22'7"11 5'5"1 27'11" 5'3"5 29'4"12 1'5"12 29'6"8 1"12 32'10"8 3'4" 33'4" 5"82'3"511'10"11'4"11'8"9(WB1) (WB2)(a) 12' A B C D E F G H I JK LMNOP Q RSTUVWX 4 12 4X4 3X4 5X5 4X55X5 4X5 4X4 5X10 3X5 5X8 4X7 3X4 5X82X4 3X4 4X4 7X8 2X4 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 36 plf at 0.00 to 36 plf at 7.94 TC: From 72 plf at 7.94 to 72 plf at 41.33 BC: From 10 plf at 0.00 to 10 plf at 7.94 BC: From 20 plf at 7.94 to 20 plf at 41.33 BC: 273 lb Conc. Load at 1.94, 3.94 BC: 295 lb Conc. Load at 5.94 BC: 359 lb Conc. Load at 7.94 Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1129 /-/-/-/437 /- L 2332 /-/0 /-/878 /0 H 1169 /-/-/-/465 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- L Brg Width = 8.0 Min Req =2.1 H Brg Width = 4.0 Min Req =1.5 Bearings L & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 359 -983 C - D 268 -642 Chords Tens.Comp. D - E 241 -577 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 957 -356 K - J 581 -234 Chords Tens.Comp. J - I 501 -202 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 158 -394 A - M 1024 -372 B - L 428 -1179 L - C 330 -670 Webs Tens.Comp. C - K 673 -246 E - I 206 -496 F - I 405 -108 F - H 203 -541 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.13 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.038 M 999 360 VERT(CL):0.083 M 999 240 HORZ(LL):-0.009 G - - HORZ(TL):0.020 G - - Creep Factor: 2.0 Max TC CSI:0.539 Max BC CSI:0.554 Max W eb CSI:0.520 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T43 Ply: 2 Qty:1 SEQN:16322 COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T2 DrwNo:080.20.1106.58827 JB /DF 03/20/2020 2 Complete Trusses Required 15'26'4" 7'7"6 7'7"6 14'7"12 7'0"6 22'7" 7'11"4 30'6"15 7'11"14 38'3" 7'8"1 41'4" 3'1" 7'3"14 7'3"14 14'4"4 7'0"6 22'3"13 7'11"9 30'3"7 7'11"9 38'3" 7'11"9 41'4" 3'1"2'11"510'9"1212' A B C D E F G HIJKLMN 4 12 3X4 1.5X6 3X4 3X4 7X6 5X5 3X4 5X5 7X6 3X4 5X8 3X4 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 36 plf at 0.00 to 36 plf at 7.94 TC: From 72 plf at 7.94 to 72 plf at 41.33 BC: From 10 plf at 0.00 to 10 plf at 7.94 BC: From 20 plf at 7.94 to 20 plf at 41.33 BC: 273 lb Conc. Load at 1.94, 3.94 BC: 295 lb Conc. Load at 5.94 BC: 359 lb Conc. Load at 7.94 Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1129 /-/-/-/437 /- L 2332 /-/0 /-/878 /0 H 1169 /-/-/-/465 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- L Brg Width = 8.0 Min Req =2.1 H Brg Width = 4.0 Min Req =1.5 Bearings L & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 359 -983 C - D 268 -642 Chords Tens.Comp. D - E 241 -577 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 957 -356 K - J 581 -234 Chords Tens.Comp. J - I 501 -202 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 158 -394 A - M 1024 -372 B - L 428 -1179 L - C 330 -670 Webs Tens.Comp. C - K 673 -246 E - I 206 -496 F - I 405 -108 F - H 203 -541 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.13 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.038 M 999 360 VERT(CL):0.083 M 999 240 HORZ(LL):-0.009 G - - HORZ(TL):0.020 G - - Creep Factor: 2.0 Max TC CSI:0.539 Max BC CSI:0.554 Max W eb CSI:0.520 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T43 Ply: 2 Qty:1 SEQN:16322 COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T2 DrwNo:080.20.1106.58827 JB /DF 03/20/2020 2 Complete Trusses Required 15'26'4" 7'7"6 7'7"6 14'7"12 7'0"6 22'7" 7'11"4 30'6"15 7'11"14 38'3" 7'8"1 41'4" 3'1" 7'3"14 7'3"14 14'4"4 7'0"6 22'3"13 7'11"9 30'3"7 7'11"9 38'3" 7'11"9 41'4" 3'1"2'11"510'9"1212' A B C D E F G HIJKLMN 4 12 3X4 1.5X6 3X4 3X4 7X6 5X5 3X4 5X5 7X6 3X4 5X8 3X4 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W15,W16 2x4 SP 2250f-1.9E; W17 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 546 /-/-/316 /208 /292 O 2207 /-/-/1496 /844 /- J 1108 /-/-/764 /482 /- Wind reactions based on MWFRS R Brg Width = -Min Req =- O Brg Width = 8.0 Min Req =2.6 J Brg Width = 4.0 Min Req =1.8 Bearings O & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 192 -521 C - D 949 -970 D - E 255 -734 Chords Tens.Comp. E - F 584 -1110 F - G 528 -906 G - H 409 -568 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 58 -531 Q - P 542 -682 P - O 309 -384 N - M 705 -736 Chords Tens.Comp. M - L 1010 -899 L - K 779 -724 K - J 480 -440 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 222 -503 A - Q 613 -225 C - O 985 -1324 O - D 1121 -1487 D - N 1222 -901 Webs Tens.Comp. N - E 627 -758 E - M 451 -293 G - K 682 -718 H - K 755 -624 H - J 911 -994 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.13 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.031 F 999 360 VERT(CL):0.073 F 999 240 HORZ(LL):-0.015 J - - HORZ(TL):0.028 J - - Creep Factor: 2.0 Max TC CSI:0.846 Max BC CSI:0.478 Max W eb CSI:0.804 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T44 Ply: 1 Qty:1 SEQN:13552 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T319 DrwNo:079.20.1313.30210 AK /DF 03/19/2020 W15 W16 W17 15'26'4" 5'3"8 5'3"8 10'3"8 5' 16'7"12 6'4"4 20'4"8 3'8"12 25'5"12 5'1"4 32'1"9 6'7"12 35'11"8 3'9"15 41'4" 5'4"8 5' 5' 10' 5' 15' 5' 20'1" 5'1" 25'2"9 5'1"9 31'10"1 6'7"7 35'11"8 4'1"7 41'4" 5'4"83'7"510'0"9(WB1) (WB1) (WB2) (WB3) 12' A B C D E F G H I JKLMNOPQR 4 12 4X4 1.5X6 5X5 5X5 3X5 5X5 5X5 5X8 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W15,W16 2x4 SP 2250f-1.9E; W17 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 546 /-/-/316 /208 /292 O 2207 /-/-/1496 /844 /- J 1108 /-/-/764 /482 /- Wind reactions based on MWFRS R Brg Width = -Min Req =- O Brg Width = 8.0 Min Req =2.6 J Brg Width = 4.0 Min Req =1.8 Bearings O & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 192 -521 C - D 949 -970 D - E 255 -734 Chords Tens.Comp. E - F 584 -1110 F - G 528 -906 G - H 409 -568 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 58 -531 Q - P 542 -682 P - O 309 -384 N - M 705 -736 Chords Tens.Comp. M - L 1010 -899 L - K 779 -724 K - J 480 -440 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 222 -503 A - Q 613 -225 C - O 985 -1324 O - D 1121 -1487 D - N 1222 -901 Webs Tens.Comp. N - E 627 -758 E - M 451 -293 G - K 682 -718 H - K 755 -624 H - J 911 -994 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.13 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.031 F 999 360 VERT(CL):0.073 F 999 240 HORZ(LL):-0.015 J - - HORZ(TL):0.028 J - - Creep Factor: 2.0 Max TC CSI:0.846 Max BC CSI:0.478 Max W eb CSI:0.804 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T44 Ply: 1 Qty:1 SEQN:13552 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T319 DrwNo:079.20.1313.30210 AK /DF 03/19/2020 W15 W16 W17 15'26'4" 5'3"8 5'3"8 10'3"8 5' 16'7"12 6'4"4 20'4"8 3'8"12 25'5"12 5'1"4 32'1"9 6'7"12 35'11"8 3'9"15 41'4" 5'4"8 5' 5' 10' 5' 15' 5' 20'1" 5'1" 25'2"9 5'1"9 31'10"1 6'7"7 35'11"8 4'1"7 41'4" 5'4"83'7"510'0"9(WB1) (WB1) (WB2) (WB3) 12' A B C D E F G H I JKLMNOPQR 4 12 4X4 1.5X6 5X5 5X5 3X5 5X5 5X5 5X8 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 72 plf at 7.38 TC: From 36 plf at 7.38 to 36 plf at 10.67 BC: From 21 plf at -1.67 to 21 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.38 BC: From 10 plf at 7.38 to 10 plf at 10.21 BC: 1129 lb Conc. Load at 7.46 BC: 546 lb Conc. Load at 9.38 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1093 /-/-/-/428 /- E 1570 /-/-/-/596 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req =1.7 E Brg Width = 3.5 Min Req =3.5 Bearing E is a rigid surface. Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 567 -1478 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 2584 -939 Chords Tens.Comp. G - F 1286 -476 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 1153 -324 C - F 622 -1669 Webs Tens.Comp. E - F 1667 -646 D - E 2172 -2060 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.029 G 999 360 VERT(CL):0.065 G 999 240 HORZ(LL):-0.017 D - - HORZ(TL):0.039 D - - Creep Factor: 2.0 Max TC CSI:0.836 Max BC CSI:0.379 Max W eb CSI:0.485 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T45 Ply: 1 Qty:1 SEQN:16327 SPEC FROM: GLM Cust: R 761 JRef:1WTP7610004 T5 DrwNo:080.20.1107.09420 JB /DF 03/20/2020 8"10' 7'7"4 7'7"4 10'2"8 2'7"4 10'8" 5"8 7'5"8 7'5"8 10'2"8 2'9" 10'8" 5"8 1'8" 7"46"1 3'5"84'0"124'5"12' 12'7"4 A B C D EFGH 4 12 2X5(A1) 3X8 4X5 4X6 2X6(**)8X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 72 plf at 7.38 TC: From 36 plf at 7.38 to 36 plf at 10.67 BC: From 21 plf at -1.67 to 21 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.38 BC: From 10 plf at 7.38 to 10 plf at 10.21 BC: 1129 lb Conc. Load at 7.46 BC: 546 lb Conc. Load at 9.38 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1093 /-/-/-/428 /- E 1570 /-/-/-/596 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req =1.7 E Brg Width = 3.5 Min Req =3.5 Bearing E is a rigid surface. Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 567 -1478 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 2584 -939 Chords Tens.Comp. G - F 1286 -476 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 1153 -324 C - F 622 -1669 Webs Tens.Comp. E - F 1667 -646 D - E 2172 -2060 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.029 G 999 360 VERT(CL):0.065 G 999 240 HORZ(LL):-0.017 D - - HORZ(TL):0.039 D - - Creep Factor: 2.0 Max TC CSI:0.836 Max BC CSI:0.379 Max W eb CSI:0.485 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T45 Ply: 1 Qty:1 SEQN:16327 SPEC FROM: GLM Cust: R 761 JRef:1WTP7610004 T5 DrwNo:080.20.1107.09420 JB /DF 03/20/2020 8"10' 7'7"4 7'7"4 10'2"8 2'7"4 10'8" 5"8 7'5"8 7'5"8 10'2"8 2'9" 10'8" 5"8 1'8" 7"46"1 3'5"84'0"124'5"12' 12'7"4 A B C D EFGH 4 12 2X5(A1) 3X8 4X5 4X6 2X6(**)8X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.776' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 571 /-/-/456 /174 /129 E 273 /-/-/186 /114 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2203 -2354 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 C 999 360 VERT(CL):0.110 C 707 240 HORZ(LL):-0.024 C - - HORZ(TL):0.067 C - - Creep Factor: 2.0 Max TC CSI:0.805 Max BC CSI:0.488 Max W eb CSI:0.406 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T46 Ply: 1 Qty:2 SEQN:13536 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T315 DrwNo:079.20.1313.29867 AK /DF 03/19/2020 8"6'7"12 7'3"12 7'3"121'8" 6"1 2'11"53'3"1012'A B C D E 4 12 2X5(C3)3X4(C3) 3X4 3X3 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.776' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 571 /-/-/456 /174 /129 E 273 /-/-/186 /114 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2203 -2354 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 C 999 360 VERT(CL):0.110 C 707 240 HORZ(LL):-0.024 C - - HORZ(TL):0.067 C - - Creep Factor: 2.0 Max TC CSI:0.805 Max BC CSI:0.488 Max W eb CSI:0.406 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T46 Ply: 1 Qty:2 SEQN:13536 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T315 DrwNo:079.20.1313.29867 AK /DF 03/19/2020 8"6'7"12 7'3"12 7'3"121'8" 6"1 2'11"53'3"1012'A B C D E 4 12 2X5(C3)3X4(C3) 3X4 3X3 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.776' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 377 /-/-/296 /105 /105 D 295 /-/-/219 /128 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1901 -2044 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 377 -207 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.064 B 999 360 VERT(CL):0.148 B 526 240 HORZ(LL):0.039 B - - HORZ(TL):0.091 B - - Creep Factor: 2.0 Max TC CSI:0.890 Max BC CSI:0.759 Max W eb CSI:0.400 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T47 Ply: 1 Qty:1 SEQN:13533 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T309 DrwNo:079.20.1313.28557 AK /DF 03/19/2020 8"6'7"12 7'3"12 7'3"12 6"1 2'11"512' A B C D 4 12 2X5(C3) 3X4(C3) 3X4 3X3 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.776' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 377 /-/-/296 /105 /105 D 295 /-/-/219 /128 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1901 -2044 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 377 -207 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.064 B 999 360 VERT(CL):0.148 B 526 240 HORZ(LL):0.039 B - - HORZ(TL):0.091 B - - Creep Factor: 2.0 Max TC CSI:0.890 Max BC CSI:0.759 Max W eb CSI:0.400 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T47 Ply: 1 Qty:1 SEQN:13533 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T309 DrwNo:079.20.1313.28557 AK /DF 03/19/2020 8"6'7"12 7'3"12 7'3"12 6"1 2'11"512' A B C D 4 12 2X5(C3) 3X4(C3) 3X4 3X3 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at 0.00 to 72 plf at 2.71 TC: From 36 plf at 2.71 to 36 plf at 6.65 BC: From 10 plf at 0.00 to 10 plf at 6.65 BC: 188 lb Conc. Load at 0.71 BC: 163 lb Conc. Load at 2.71 BC: 149 lb Conc. Load at 4.71 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 542 /-/-/-/80 /- D 359 /-/-/-/67 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 117 -622 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 552 -91 Chords Tens.Comp. E - D 534 -94 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 101 -577 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 E 999 360 VERT(CL):0.018 E 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.170 Max BC CSI:0.247 Max W eb CSI:0.130 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T48 Ply: 1 Qty:1 SEQN:13530 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T316 DrwNo:079.20.1313.27542 AK /DF 03/19/2020 6'7"12 3'3"14 3'3"14 6'7"12 3'3"14 3'2"2 3'2"2 6'7"12 3'5"10 8"12 2'11"512' A B C DE 4 12 3X4(B2) 1.5X4 3X4 1.5X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at 0.00 to 72 plf at 2.71 TC: From 36 plf at 2.71 to 36 plf at 6.65 BC: From 10 plf at 0.00 to 10 plf at 6.65 BC: 188 lb Conc. Load at 0.71 BC: 163 lb Conc. Load at 2.71 BC: 149 lb Conc. Load at 4.71 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 542 /-/-/-/80 /- D 359 /-/-/-/67 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 117 -622 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 552 -91 Chords Tens.Comp. E - D 534 -94 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 101 -577 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 E 999 360 VERT(CL):0.018 E 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.170 Max BC CSI:0.247 Max W eb CSI:0.130 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T48 Ply: 1 Qty:1 SEQN:13530 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T316 DrwNo:079.20.1313.27542 AK /DF 03/19/2020 6'7"12 3'3"14 3'3"14 6'7"12 3'3"14 3'2"2 3'2"2 6'7"12 3'5"10 8"12 2'11"512' A B C DE 4 12 3X4(B2) 1.5X4 3X4 1.5X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2,W6 2x4 SP 2250f-1.9E; W5 2x4 SP 2700f-2.2E; W 13 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 818 /-/-/635 /279 /373 N 3076 /-/-/2031 /1105 /- J 1156 /-/-/836 /364 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 N Brg Width = 8.0 Min Req =4.9 J Brg Width = 4.2 Min Req =1.8 Bearings B, N, & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 619 -1064 D - E 1124 -604 E - F 528 -580 Chords Tens.Comp. F - G 530 -583 G - H 830 -1170 H - I 766 -1056 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 932 -644 P - O 926 -644 N - M 746 -920 Chords Tens.Comp. M - L 1032 -527 L - K 980 -648 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 809 -1021 O - D 558 -297 D - N 855 -1132 N - E 1608 -2131 E - M 1681 -1116 Webs Tens.Comp. M - G 670 -838 H - K 414 -531 K - I 1126 -717 I - J 887 -1109 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.036 P 999 360 VERT(CL):0.085 P 999 240 HORZ(LL):0.013 J - - HORZ(TL):0.027 J - - Creep Factor: 2.0 Max TC CSI:0.823 Max BC CSI:0.713 Max W eb CSI:0.982 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T49 Ply: 1 Qty:3 SEQN:12891 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T302 DrwNo:079.20.1313.41302 AK /DF 03/19/2020 T2 W2 W5 W6 W13 21'8"27'4"3 7'8"5 7'8"5 14'11"2 7'2"13 21'9"12 6'10"10 29'4" 7'6"4 36'10"9 7'6"9 43'8"9 6'10" 49'0"3 5'3"10 7'6"9 7'6"9 14'7"15 7'1"6 21'6"4 6'10"5 29'4" 7'9"12 37'1"12 7'9"12 44'0"1 6'10"5 49'0"3 5'0"21'8" 6"1 3'8"1110'3"610'7"11(WB1) (WB4)(WB2) (WB3) (WB1) 12'A B C D E F G H I JKLMNOP 4 12 3X5(B1)1.5X4 3X4 5X6 5X6 5X5 4X6 6X6 6X8 5X6 5X6 3X4 3X5 4X6 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2,W6 2x4 SP 2250f-1.9E; W5 2x4 SP 2700f-2.2E; W 13 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 818 /-/-/635 /279 /373 N 3076 /-/-/2031 /1105 /- J 1156 /-/-/836 /364 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 N Brg Width = 8.0 Min Req =4.9 J Brg Width = 4.2 Min Req =1.8 Bearings B, N, & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 619 -1064 D - E 1124 -604 E - F 528 -580 Chords Tens.Comp. F - G 530 -583 G - H 830 -1170 H - I 766 -1056 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 932 -644 P - O 926 -644 N - M 746 -920 Chords Tens.Comp. M - L 1032 -527 L - K 980 -648 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 809 -1021 O - D 558 -297 D - N 855 -1132 N - E 1608 -2131 E - M 1681 -1116 Webs Tens.Comp. M - G 670 -838 H - K 414 -531 K - I 1126 -717 I - J 887 -1109 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.036 P 999 360 VERT(CL):0.085 P 999 240 HORZ(LL):0.013 J - - HORZ(TL):0.027 J - - Creep Factor: 2.0 Max TC CSI:0.823 Max BC CSI:0.713 Max W eb CSI:0.982 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T49 Ply: 1 Qty:3 SEQN:12891 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T302 DrwNo:079.20.1313.41302 AK /DF 03/19/2020 T2 W2 W5 W6 W13 21'8"27'4"3 7'8"5 7'8"5 14'11"2 7'2"13 21'9"12 6'10"10 29'4" 7'6"4 36'10"9 7'6"9 43'8"9 6'10" 49'0"3 5'3"10 7'6"9 7'6"9 14'7"15 7'1"6 21'6"4 6'10"5 29'4" 7'9"12 37'1"12 7'9"12 44'0"1 6'10"5 49'0"3 5'0"21'8" 6"1 3'8"1110'3"610'7"11(WB1) (WB4)(WB2) (WB3) (WB1) 12'A B C D E F G H I JKLMNOP 4 12 3X5(B1)1.5X4 3X4 5X6 5X6 5X5 4X6 6X6 6X8 5X6 5X6 3X4 3X5 4X6 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2,W6,W9 2x4 SP 2250f-1.9E; W5 2x4 SP 2700f-2.2E; W 19 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 823 /-/-/635 /272 /373 V 2892 /-/-/2030 /1117 /- K 1066 /-/-/824 /356 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 V Brg Width = 8.0 Min Req =3.4 K Brg Width = 4.2 Min Req =1.7 Bearings B, V, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 575 -1076 D - E 1162 -655 E - F 502 -469 F - G 1040 -1161 Chords Tens.Comp. G - H 1116 -1278 H - I 1007 -1290 I - J 867 -1075 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 942 -603 X - W 937 -603 V - U 789 -959 S - Q 1050 -597 Chords Tens.Comp. Q - P 1033 -595 P - O 999 -780 O - L 1016 -782 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 813 -1018 W -D 560 -298 D - V 855 -1147 V - E 1637 -2051 E - U 1595 -1141 F - U 802 -990 Webs Tens.Comp. F - S 1036 -869 S - G 637 -602 I - L 437 -477 L - J 1163 -897 J - K 871 -1029 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.041 G 999 360 VERT(CL):0.103 G 999 240 HORZ(LL):0.022 K - - HORZ(TL):0.050 K - - Creep Factor: 2.0 Max TC CSI:0.832 Max BC CSI:0.609 Max W eb CSI:0.982 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T50 Ply: 1 Qty:1 SEQN:12895 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T303 DrwNo:079.20.1313.37885 AK /DF 03/19/2020 T2 W2 W5 W6 W9 W19 21'8"27'4"3 7'8"5 7'8"5 14'11"2 7'2"13 21'9"12 6'10"10 29'4" 7'6"4 36'6"5 7'2"5 41'2" 4'7"11 45'10" 4'8" 49'0"3 3'2"3 7'6"9 7'6"9 14'7"15 7'1"6 21'6"4 6'10"5 29'4" 7'9"12 36'6" 7'2" 37'11"12 1'5"12 41'2" 3'2"4 44'4"4 3'2"4 45'10" 1'5"12 49'0"3 3'2"31'8" 6"1 3'8"111'4"10'3"610'7"11(WB1) (WB3)(WB2) 12'A B C D E F G H I J K L MN OPQ RSTUVWX 4 12 3X5(B1) 3X4 5X6 5X6 5X6 4X6 6X8 5X8 5X8 5X6 3X8 3X4 5X8 3X5 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2,W6,W9 2x4 SP 2250f-1.9E; W5 2x4 SP 2700f-2.2E; W 19 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 823 /-/-/635 /272 /373 V 2892 /-/-/2030 /1117 /- K 1066 /-/-/824 /356 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 V Brg Width = 8.0 Min Req =3.4 K Brg Width = 4.2 Min Req =1.7 Bearings B, V, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 575 -1076 D - E 1162 -655 E - F 502 -469 F - G 1040 -1161 Chords Tens.Comp. G - H 1116 -1278 H - I 1007 -1290 I - J 867 -1075 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 942 -603 X - W 937 -603 V - U 789 -959 S - Q 1050 -597 Chords Tens.Comp. Q - P 1033 -595 P - O 999 -780 O - L 1016 -782 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 813 -1018 W -D 560 -298 D - V 855 -1147 V - E 1637 -2051 E - U 1595 -1141 F - U 802 -990 Webs Tens.Comp. F - S 1036 -869 S - G 637 -602 I - L 437 -477 L - J 1163 -897 J - K 871 -1029 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.041 G 999 360 VERT(CL):0.103 G 999 240 HORZ(LL):0.022 K - - HORZ(TL):0.050 K - - Creep Factor: 2.0 Max TC CSI:0.832 Max BC CSI:0.609 Max W eb CSI:0.982 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T50 Ply: 1 Qty:1 SEQN:12895 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T303 DrwNo:079.20.1313.37885 AK /DF 03/19/2020 T2 W2 W5 W6 W9 W19 21'8"27'4"3 7'8"5 7'8"5 14'11"2 7'2"13 21'9"12 6'10"10 29'4" 7'6"4 36'6"5 7'2"5 41'2" 4'7"11 45'10" 4'8" 49'0"3 3'2"3 7'6"9 7'6"9 14'7"15 7'1"6 21'6"4 6'10"5 29'4" 7'9"12 36'6" 7'2" 37'11"12 1'5"12 41'2" 3'2"4 44'4"4 3'2"4 45'10" 1'5"12 49'0"3 3'2"31'8" 6"1 3'8"111'4"10'3"610'7"11(WB1) (WB3)(WB2) 12'A B C D E F G H I J K L MN OPQ RSTUVWX 4 12 3X5(B1) 3X4 5X6 5X6 5X6 4X6 6X8 5X8 5X8 5X6 3X8 3X4 5X8 3X5 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W6,W7,W14 2x4 SP 2250f-1.9E; W15 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 661 /-/-/503 /208 /373 P 2984 /-/-/1967 /1068 /- K 1406 /-/-/977 /471 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 P Brg Width = 4.0 Min Req =- K Brg Width = 4.2 Min Req =2.2 Bearings B, P, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 346 -741 D - E 1076 -656 E - F 478 -689 F - G 946 -1095 Chords Tens.Comp. G - H 970 -1092 H - I 1172 -1514 I - J 1134 -1574 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 671 -409 R - Q 664 -410 P - O 706 -866 Chords Tens.Comp. O - N 625 -224 N - M 1355 -774 M - L 1432 -939 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 631 -759 Q - D 445 -228 D - P 713 -946 P - E 1608 -2254 E - O 1877 -1262 O - F 923 -1151 Webs Tens.Comp. F - N 711 -487 N - H 593 -672 I - L 405 -456 L - J 1458 -903 J - K 1097 -1330 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.053 M 999 360 VERT(CL):0.117 M 999 240 HORZ(LL):0.015 K - - HORZ(TL):0.031 K - - Creep Factor: 2.0 Max TC CSI:0.879 Max BC CSI:0.680 Max W eb CSI:0.841 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T51 Ply: 1 Qty:3 SEQN:12899 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T308 DrwNo:079.20.1313.27200 AK /DF 03/19/2020 W5 W6 W7 W14 W15 BL1 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'7"9 5'10"12 23'6"12 5'11"3 29'4" 5'9"4 35'1"9 5'9"9 41'0"4 5'10"11 49'0"3 7'11"15 5'8"13 5'8"13 11'5"11 5'8"13 17'4"4 5'10"9 23'3"4 5'11" 29'4" 6'0"12 35'4"12 6'0"12 41'3"12 5'11" 49'0"3 7'8"71'8" 6"1 3'8"1110'3"610'7"11(WB1) (WB2) 12'A B C D E F G H I J KLMNOPQR 4 12 3X5(B1)1.5X4 3X4 3X4 5X6 5X6 6X6 4X6 3X4 5X6 5X8 5X6 5X6 3X4 4X4 4X10 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W6,W7,W14 2x4 SP 2250f-1.9E; W15 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 661 /-/-/503 /208 /373 P 2984 /-/-/1967 /1068 /- K 1406 /-/-/977 /471 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 P Brg Width = 4.0 Min Req =- K Brg Width = 4.2 Min Req =2.2 Bearings B, P, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 346 -741 D - E 1076 -656 E - F 478 -689 F - G 946 -1095 Chords Tens.Comp. G - H 970 -1092 H - I 1172 -1514 I - J 1134 -1574 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 671 -409 R - Q 664 -410 P - O 706 -866 Chords Tens.Comp. O - N 625 -224 N - M 1355 -774 M - L 1432 -939 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 631 -759 Q - D 445 -228 D - P 713 -946 P - E 1608 -2254 E - O 1877 -1262 O - F 923 -1151 Webs Tens.Comp. F - N 711 -487 N - H 593 -672 I - L 405 -456 L - J 1458 -903 J - K 1097 -1330 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.053 M 999 360 VERT(CL):0.117 M 999 240 HORZ(LL):0.015 K - - HORZ(TL):0.031 K - - Creep Factor: 2.0 Max TC CSI:0.879 Max BC CSI:0.680 Max W eb CSI:0.841 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T51 Ply: 1 Qty:3 SEQN:12899 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T308 DrwNo:079.20.1313.27200 AK /DF 03/19/2020 W5 W6 W7 W14 W15 BL1 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'7"9 5'10"12 23'6"12 5'11"3 29'4" 5'9"4 35'1"9 5'9"9 41'0"4 5'10"11 49'0"3 7'11"15 5'8"13 5'8"13 11'5"11 5'8"13 17'4"4 5'10"9 23'3"4 5'11" 29'4" 6'0"12 35'4"12 6'0"12 41'3"12 5'11" 49'0"3 7'8"71'8" 6"1 3'8"1110'3"610'7"11(WB1) (WB2) 12'A B C D E F G H I J KLMNOPQR 4 12 3X5(B1)1.5X4 3X4 3X4 5X6 5X6 6X6 4X6 3X4 5X6 5X8 5X6 5X6 3X4 4X4 4X10 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W6,W7,W11, W15 2x4 SP 2250f-1.9E; W 16 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 5X6 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 675 /-/-/506 /211 /364 Q 2741 /-/-/1965 /1062 /- L 1326 /-/-/980 /472 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Q Brg Width = 4.0 Min Req =- L Brg Width = 4.2 Min Req =2.1 Bearings B, Q, & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 358 -780 D - E 1029 -641 E - F 457 -557 F - G 912 -958 Chords Tens.Comp. G - H 956 -846 H - I 1282 -1362 I - J 1165 -1371 J - K 1123 -1465 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 677 -420 S - R 673 -421 Q - P 693 -829 Chords Tens.Comp. P - O 503 -207 O - N 896 -467 N - M 1325 -927 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 628 -751 R - D 445 -227 D - Q 713 -951 Q - E 1599 -2068 E - P 1677 -1246 P - F 931 -1144 F - O 713 -483 Webs Tens.Comp. O - H 575 -485 H - N 706 -656 N - I 472 -373 J - M 395 -402 M - K 1342 -888 K - L 1090 -1251 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.01 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.047 I 999 360 VERT(CL):0.112 I 999 240 HORZ(LL):0.012 L - - HORZ(TL):0.026 L - - Creep Factor: 2.0 Max TC CSI:0.878 Max BC CSI:0.665 Max W eb CSI:0.834 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T52 Ply: 1 Qty:1 SEQN:12940 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T297 DrwNo:079.20.1313.32176 AK /DF 03/19/2020 W5 W6 W7 W11 W15 W16 BL1 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'7"12 5'10"14 23'3"12 5'8" 28'8"4 5'4"8 29'11"12 1'3"8 35'6" 5'6"4 41'0"9 5'6"9 49'0"3 7'11"10 5'8"13 5'8"13 11'5"11 5'8"13 17'4"4 5'10"9 23'0"4 5'8" 28'10" 5'9"12 35'6" 6'8" 41'3"12 5'9"12 49'0"3 7'8"71'8" 6"1 3'8"1110'0"1310'5"2(WB1) (WB1) (WB2) 12'A B C D E F G H I J K LMNOPQRS 4 12 3X5(B1)1.5X4 3X4 3X4 4X6 4X5 3X4 5X8 5X8 1.5X4 3X5 4X10 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W6,W7,W11, W15 2x4 SP 2250f-1.9E; W 16 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 5X6 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 675 /-/-/506 /211 /364 Q 2741 /-/-/1965 /1062 /- L 1326 /-/-/980 /472 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Q Brg Width = 4.0 Min Req =- L Brg Width = 4.2 Min Req =2.1 Bearings B, Q, & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 358 -780 D - E 1029 -641 E - F 457 -557 F - G 912 -958 Chords Tens.Comp. G - H 956 -846 H - I 1282 -1362 I - J 1165 -1371 J - K 1123 -1465 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 677 -420 S - R 673 -421 Q - P 693 -829 Chords Tens.Comp. P - O 503 -207 O - N 896 -467 N - M 1325 -927 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 628 -751 R - D 445 -227 D - Q 713 -951 Q - E 1599 -2068 E - P 1677 -1246 P - F 931 -1144 F - O 713 -483 Webs Tens.Comp. O - H 575 -485 H - N 706 -656 N - I 472 -373 J - M 395 -402 M - K 1342 -888 K - L 1090 -1251 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.01 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.047 I 999 360 VERT(CL):0.112 I 999 240 HORZ(LL):0.012 L - - HORZ(TL):0.026 L - - Creep Factor: 2.0 Max TC CSI:0.878 Max BC CSI:0.665 Max W eb CSI:0.834 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T52 Ply: 1 Qty:1 SEQN:12940 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T297 DrwNo:079.20.1313.32176 AK /DF 03/19/2020 W5 W6 W7 W11 W15 W16 BL1 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'7"12 5'10"14 23'3"12 5'8" 28'8"4 5'4"8 29'11"12 1'3"8 35'6" 5'6"4 41'0"9 5'6"9 49'0"3 7'11"10 5'8"13 5'8"13 11'5"11 5'8"13 17'4"4 5'10"9 23'0"4 5'8" 28'10" 5'9"12 35'6" 6'8" 41'3"12 5'9"12 49'0"3 7'8"71'8" 6"1 3'8"1110'0"1310'5"2(WB1) (WB1) (WB2) 12'A B C D E F G H I J K LMNOPQRS 4 12 3X5(B1)1.5X4 3X4 3X4 4X6 4X5 3X4 5X8 5X8 1.5X4 3X5 4X10 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W6,W9,W14 2x4 SP 2250f-1.9E; W15 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 674 /-/-/510 /207 /338 P 2758 /-/-/1970 /1065 /- L 1314 /-/-/973 /463 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 P Brg Width = 4.0 Min Req =- L Brg Width = 4.2 Min Req =2.1 Bearings B, P, & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 343 -777 D - E 1039 -659 E - F 1027 -536 F - G 757 -830 Chords Tens.Comp. G - H 1017 -1016 H - I 987 -1120 I - J 1279 -1454 J - K 1082 -1473 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 675 -406 R - Q 671 -406 Chords Tens.Comp. O - N 738 -327 N - M 1219 -802 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 627 -758 Q - D 420 -227 D - P 716 -939 E - P 354 -381 P - F 1495 -1954 F - O 986 -624 Webs Tens.Comp. G - O 532 -703 G - N 631 -573 N - I 479 -409 M - J 586 -508 M - K 1354 -884 K - L 1050 -1247 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 I 999 360 VERT(CL):0.096 I 999 240 HORZ(LL):0.015 L - - HORZ(TL):0.034 L - - Creep Factor: 2.0 Max TC CSI:0.866 Max BC CSI:0.936 Max W eb CSI:0.865 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T53 Ply: 1 Qty:1 SEQN:12910 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T289 DrwNo:079.20.1313.27620 AK /DF 03/19/2020 W6 W9 W14 W15 BL1 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'6" 5'9"2 22'2" 4'8" 26'8"4 4'6"4 31'11"12 5'3"8 36'6" 4'6"4 41'2"5 4'8"5 49'0"3 7'9"14 5'8"13 5'8"13 11'5"11 5'8"13 17'6" 6'0"5 26'8"4 9'2"4 31'10" 5'1"12 41'2" 9'4" 49'0"3 7'10"31'8" 6"1 3'8"119'4"139'9"2(WB1) (WB2)(WB2) (WB2) 12'A B C D E F G H I J K LMNOPQR 4 12 3X5(B1)1.5X4 3X4 3X4 5X6 1.5X4 6X8 4X5 5X8 3X4 5X8 5X6 3X4 3X10 5X6 4X10 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W6,W9,W14 2x4 SP 2250f-1.9E; W15 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 674 /-/-/510 /207 /338 P 2758 /-/-/1970 /1065 /- L 1314 /-/-/973 /463 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 P Brg Width = 4.0 Min Req =- L Brg Width = 4.2 Min Req =2.1 Bearings B, P, & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 343 -777 D - E 1039 -659 E - F 1027 -536 F - G 757 -830 Chords Tens.Comp. G - H 1017 -1016 H - I 987 -1120 I - J 1279 -1454 J - K 1082 -1473 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 675 -406 R - Q 671 -406 Chords Tens.Comp. O - N 738 -327 N - M 1219 -802 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 627 -758 Q - D 420 -227 D - P 716 -939 E - P 354 -381 P - F 1495 -1954 F - O 986 -624 Webs Tens.Comp. G - O 532 -703 G - N 631 -573 N - I 479 -409 M - J 586 -508 M - K 1354 -884 K - L 1050 -1247 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 I 999 360 VERT(CL):0.096 I 999 240 HORZ(LL):0.015 L - - HORZ(TL):0.034 L - - Creep Factor: 2.0 Max TC CSI:0.866 Max BC CSI:0.936 Max W eb CSI:0.865 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T53 Ply: 1 Qty:1 SEQN:12910 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T289 DrwNo:079.20.1313.27620 AK /DF 03/19/2020 W6 W9 W14 W15 BL1 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'6" 5'9"2 22'2" 4'8" 26'8"4 4'6"4 31'11"12 5'3"8 36'6" 4'6"4 41'2"5 4'8"5 49'0"3 7'9"14 5'8"13 5'8"13 11'5"11 5'8"13 17'6" 6'0"5 26'8"4 9'2"4 31'10" 5'1"12 41'2" 9'4" 49'0"3 7'10"31'8" 6"1 3'8"119'4"139'9"2(WB1) (WB2)(WB2) (WB2) 12'A B C D E F G H I J K LMNOPQR 4 12 3X5(B1)1.5X4 3X4 3X4 5X6 1.5X4 6X8 4X5 5X8 3X4 5X8 5X6 3X4 3X10 5X6 4X10 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W6,W7 2x4 SP 2250f-1.9E; W20 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 726 /-/-/561 /225 /310 X 2680 /-/-/1888 /1029 /- L 1329 /-/-/981 /472 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 X Brg Width = 4.0 Min Req =- L Brg Width = 4.2 Min Req =2.1 Bearings B, X, & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 441 -917 D - E 1062 -659 E - F 656 -863 F - G 985 -1144 Chords Tens.Comp. G - H 985 -1144 H - I 1169 -1472 I - J 1271 -1732 J - K 754 -940 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 806 -498 Z - Y 802 -498 W -U 749 -874 U - S 768 -906 Chords Tens.Comp. S - R 741 -317 R - Q 1322 -792 Q - P 1585 -1093 P - M 932 -742 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 626 -758 Y - D 418 -224 D - W 782 -1019 W -X 1949 -2541 W -E 1638 -2080 E - S 1842 -1244 F - S 707 -925 F - R 816 -628 Webs Tens.Comp. R - H 433 -390 H - Q 408 -257 Q - I 395 -365 P - J 718 -488 J - M 804 -931 M - K 1364 -1089 K - L 1033 -1301 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.34 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.057 T 999 360 VERT(CL):0.175 T 999 240 HORZ(LL):0.022 L - - HORZ(TL):0.052 L - - Creep Factor: 2.0 Max TC CSI:0.959 Max BC CSI:0.690 Max W eb CSI:0.902 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T54 Ply: 1 Qty:1 SEQN:12914 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T312 DrwNo:079.20.1313.42940 AK /DF 03/19/2020 W6 W7 W20 BL1 17'6"31'6"3 5'10"8 5'10"8 11'8"11 5'10"3 17'7"12 5'11"1 24'8"4 7'0"8 29'4" 4'7"12 33'11"12 4'7"12 40'3"14 6'4"2 46'11"8 6'7"10 49'0"3 2'0"11 5'8"12 5'8"12 11'7"4 5'10"8 17'6" 5'10"12 21'2"12 3'8"12 21'8" 5"4 24'7"12 2'11"12 29'4" 4'8"4 33'11"12 4'7"12 40'7"6 6'7"10 46'11"8 6'4"2 49'0"3 2'0"111'8" 6"1 3'8"111'8'8"139'1"2(WB1)(WB1) 12'A B C D E F G H I J K L M N OPQRS TU VWXYZ 4 12 3X5(B1) 3X4 5X8 5X6 5X83X6 4X6 5X8 3X8 3X8 5X8 5X6 3X4 3X4 3X4 6X8 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W6,W7 2x4 SP 2250f-1.9E; W20 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 726 /-/-/561 /225 /310 X 2680 /-/-/1888 /1029 /- L 1329 /-/-/981 /472 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 X Brg Width = 4.0 Min Req =- L Brg Width = 4.2 Min Req =2.1 Bearings B, X, & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 441 -917 D - E 1062 -659 E - F 656 -863 F - G 985 -1144 Chords Tens.Comp. G - H 985 -1144 H - I 1169 -1472 I - J 1271 -1732 J - K 754 -940 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 806 -498 Z - Y 802 -498 W -U 749 -874 U - S 768 -906 Chords Tens.Comp. S - R 741 -317 R - Q 1322 -792 Q - P 1585 -1093 P - M 932 -742 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 626 -758 Y - D 418 -224 D - W 782 -1019 W -X 1949 -2541 W -E 1638 -2080 E - S 1842 -1244 F - S 707 -925 F - R 816 -628 Webs Tens.Comp. R - H 433 -390 H - Q 408 -257 Q - I 395 -365 P - J 718 -488 J - M 804 -931 M - K 1364 -1089 K - L 1033 -1301 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.34 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.057 T 999 360 VERT(CL):0.175 T 999 240 HORZ(LL):0.022 L - - HORZ(TL):0.052 L - - Creep Factor: 2.0 Max TC CSI:0.959 Max BC CSI:0.690 Max W eb CSI:0.902 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T54 Ply: 1 Qty:1 SEQN:12914 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T312 DrwNo:079.20.1313.42940 AK /DF 03/19/2020 W6 W7 W20 BL1 17'6"31'6"3 5'10"8 5'10"8 11'8"11 5'10"3 17'7"12 5'11"1 24'8"4 7'0"8 29'4" 4'7"12 33'11"12 4'7"12 40'3"14 6'4"2 46'11"8 6'7"10 49'0"3 2'0"11 5'8"12 5'8"12 11'7"4 5'10"8 17'6" 5'10"12 21'2"12 3'8"12 21'8" 5"4 24'7"12 2'11"12 29'4" 4'8"4 33'11"12 4'7"12 40'7"6 6'7"10 46'11"8 6'4"2 49'0"3 2'0"111'8" 6"1 3'8"111'8'8"139'1"2(WB1)(WB1) 12'A B C D E F G H I J K L M N OPQRS TU VWXYZ 4 12 3X5(B1) 3X4 5X8 5X6 5X83X6 4X6 5X8 3X8 3X8 5X8 5X6 3X4 3X4 3X4 6X8 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W9 2x4 SP 2250f-1.9E; W20 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 857 /-/-/650 /292 /296 Y 2437 /-/-/1728 /917 /- M 1394 /-/-/1018 /510 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 4.0 Min Req =3.9 M Brg Width = 4.2 Min Req =2.2 Bearings B, Y, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 779 -1266 C - D 365 -587 D - E 435 -181 E - F 728 -855 F - G 1226 -1402 Chords Tens.Comp. G - H 1226 -1402 H - I 1483 -1661 I - J 1626 -1838 J - K 1441 -1832 K - L 799 -978 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 1135 -828 AA- Z 1131 -829 Z - Y 476 -284 T - S 756 -413 Chords Tens.Comp. S - R 1587 -1083 R - Q 1507 -1052 Q - N 962 -778 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 570 -692 Z - D 429 -207 D - Y 688 -929 Y - X 1395 -1772 X - E 1386 -1757 E - T 1419 -912 F - T 657 -914 F - S 1034 -769 Webs Tens.Comp. G - S 328 -446 H - R 393 -450 R - I 583 -401 Q - J 539 -457 Q - K 808 -615 K - N 840 -965 N - L 1406 -1140 L - M 1108 -1365 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.063 H 999 360 VERT(CL):0.148 H 999 240 HORZ(LL):-0.020 J - - HORZ(TL):0.045 J - - Creep Factor: 2.0 Max TC CSI:0.609 Max BC CSI:0.670 Max W eb CSI:0.837 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T55 Ply: 1 Qty:1 SEQN:12918 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T287 DrwNo:079.20.1313.41941 AK /DF 03/19/2020 W5 W9 W20 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'7"12 5'10"14 22'8"4 5'0"8 28'4"4 5'8" 34'0"4 5'8" 35' 11"12 40'11"12 5'11"12 46'11"8 5'11"12 49'0"3 2'0"11 5'8"13 5'8"13 11'5"11 5'8"13 17'4"4 5'10"9 17'7"12 3"8 21'2"12 3'7" 21'8" 5"4 22'8"4 1'0"4 28'4"4 5'8" 34'0"4 5'8" 40'11"12 6'11"8 46'11"8 5'11"12 49'0"3 2'0"111'8" 6"1 3'8"118'0"131'8'4"128'9"(WB1) 12'A B C D E F G H I J K L M N O PQRST UVWXYZAA 4 12 3X5(B1) 3X4 5X6 5X6 5X53X4 4X5 5X8 4X4 3X10 5X10(SRS) 5X6 5X6 3X8 3X4 6X8 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W9 2x4 SP 2250f-1.9E; W20 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 857 /-/-/650 /292 /296 Y 2437 /-/-/1728 /917 /- M 1394 /-/-/1018 /510 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 4.0 Min Req =3.9 M Brg Width = 4.2 Min Req =2.2 Bearings B, Y, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 779 -1266 C - D 365 -587 D - E 435 -181 E - F 728 -855 F - G 1226 -1402 Chords Tens.Comp. G - H 1226 -1402 H - I 1483 -1661 I - J 1626 -1838 J - K 1441 -1832 K - L 799 -978 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 1135 -828 AA- Z 1131 -829 Z - Y 476 -284 T - S 756 -413 Chords Tens.Comp. S - R 1587 -1083 R - Q 1507 -1052 Q - N 962 -778 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 570 -692 Z - D 429 -207 D - Y 688 -929 Y - X 1395 -1772 X - E 1386 -1757 E - T 1419 -912 F - T 657 -914 F - S 1034 -769 Webs Tens.Comp. G - S 328 -446 H - R 393 -450 R - I 583 -401 Q - J 539 -457 Q - K 808 -615 K - N 840 -965 N - L 1406 -1140 L - M 1108 -1365 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.063 H 999 360 VERT(CL):0.148 H 999 240 HORZ(LL):-0.020 J - - HORZ(TL):0.045 J - - Creep Factor: 2.0 Max TC CSI:0.609 Max BC CSI:0.670 Max W eb CSI:0.837 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T55 Ply: 1 Qty:1 SEQN:12918 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T287 DrwNo:079.20.1313.41941 AK /DF 03/19/2020 W5 W9 W20 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'7"12 5'10"14 22'8"4 5'0"8 28'4"4 5'8" 34'0"4 5'8" 35' 11"12 40'11"12 5'11"12 46'11"8 5'11"12 49'0"3 2'0"11 5'8"13 5'8"13 11'5"11 5'8"13 17'4"4 5'10"9 17'7"12 3"8 21'2"12 3'7" 21'8" 5"4 22'8"4 1'0"4 28'4"4 5'8" 34'0"4 5'8" 40'11"12 6'11"8 46'11"8 5'11"12 49'0"3 2'0"111'8" 6"1 3'8"118'0"131'8'4"128'9"(WB1) 12'A B C D E F G H I J K L M N O PQRST UVWXYZAA 4 12 3X5(B1) 3X4 5X6 5X6 5X53X4 4X5 5X8 4X4 3X10 5X10(SRS) 5X6 5X6 3X8 3X4 6X8 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W8,W9 2x4 SP 2250f-1.9E; W21 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 638 /-/-/481 /177 /296 X 2879 /-/-/1981 /1099 /- M 1265 /-/-/914 /443 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 X Brg Width = 4.0 Min Req =- M Brg Width = 4.2 Min Req =2.0 Bearings B, X, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 142 -679 C - D 506 -366 D - E 1299 -849 E - F 480 -145 F - G 708 -889 Chords Tens.Comp. G - H 708 -889 H - I 1282 -1350 I - J 1251 -1393 J - K 1295 -1606 K - L 742 -889 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 582 -330 Z - Y 578 -330 Y - X 350 -470 V - T 413 -474 Chords Tens.Comp. T - S 1373 -933 S - R 1371 -933 R - Q 1471 -1125 Q - N 875 -724 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 639 -773 Y - D 455 -227 D - X 724 -962 X - E 1463 -1810 X - V 968 -1199 E - V 1438 -968 F - V 1145 -1551 F - T 1591 -1230 Webs Tens.Comp. G - T 340 -457 T - H 748 -782 I - R 528 -397 Q - K 665 -520 K - N 781 -872 N - L 1280 -1061 L - M 1025 -1238 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 S 999 360 VERT(CL):0.136 S 999 240 HORZ(LL):0.026 M - - HORZ(TL):0.061 M - - Creep Factor: 2.0 Max TC CSI:0.781 Max BC CSI:0.608 Max W eb CSI:0.844 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T56 Ply: 1 Qty:1 SEQN:12922 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T281 DrwNo:079.20.1313.29539 AK /DF 03/19/2020 W5 W8 W9 W21 BL1 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'7"12 5'10"14 20'8"4 3'0"8 26'4"4 5'8" 32'0"4 5'8" 35' 2'11"12 40'10" 5'10" 46'11"8 6'1"8 49'0"3 2'0"11 5'8"13 5'8"13 11'5"11 5'8"13 17'6" 6'0"5 21'8" 4'2" 26'4"4 4'8"4 31'10"8 5'6"4 35' 3'1"8 41'1"8 6'1"8 46'11"8 5'10" 49'0"3 2'0"111'8" 6"1 3'8"117'4"131'8'4"128'9"(WB1) 12'A B C D E F G H I J K L M N O PQRST UVWXYZ 4 12 3X5(B1) 3X4 5X6 5X6 5X8 4X5 5X8 6X8 5X8 5X10(SRS) 5X6 5X8 3X4 3X4 3X4 6X8 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W8,W9 2x4 SP 2250f-1.9E; W21 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 638 /-/-/481 /177 /296 X 2879 /-/-/1981 /1099 /- M 1265 /-/-/914 /443 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 X Brg Width = 4.0 Min Req =- M Brg Width = 4.2 Min Req =2.0 Bearings B, X, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 142 -679 C - D 506 -366 D - E 1299 -849 E - F 480 -145 F - G 708 -889 Chords Tens.Comp. G - H 708 -889 H - I 1282 -1350 I - J 1251 -1393 J - K 1295 -1606 K - L 742 -889 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 582 -330 Z - Y 578 -330 Y - X 350 -470 V - T 413 -474 Chords Tens.Comp. T - S 1373 -933 S - R 1371 -933 R - Q 1471 -1125 Q - N 875 -724 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 639 -773 Y - D 455 -227 D - X 724 -962 X - E 1463 -1810 X - V 968 -1199 E - V 1438 -968 F - V 1145 -1551 F - T 1591 -1230 Webs Tens.Comp. G - T 340 -457 T - H 748 -782 I - R 528 -397 Q - K 665 -520 K - N 781 -872 N - L 1280 -1061 L - M 1025 -1238 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 S 999 360 VERT(CL):0.136 S 999 240 HORZ(LL):0.026 M - - HORZ(TL):0.061 M - - Creep Factor: 2.0 Max TC CSI:0.781 Max BC CSI:0.608 Max W eb CSI:0.844 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T56 Ply: 1 Qty:1 SEQN:12922 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T281 DrwNo:079.20.1313.29539 AK /DF 03/19/2020 W5 W8 W9 W21 BL1 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'7"12 5'10"14 20'8"4 3'0"8 26'4"4 5'8" 32'0"4 5'8" 35' 2'11"12 40'10" 5'10" 46'11"8 6'1"8 49'0"3 2'0"11 5'8"13 5'8"13 11'5"11 5'8"13 17'6" 6'0"5 21'8" 4'2" 26'4"4 4'8"4 31'10"8 5'6"4 35' 3'1"8 41'1"8 6'1"8 46'11"8 5'10" 49'0"3 2'0"111'8" 6"1 3'8"117'4"131'8'4"128'9"(WB1) 12'A B C D E F G H I J K L M N O PQRST UVWXYZ 4 12 3X5(B1) 3X4 5X6 5X6 5X8 4X5 5X8 6X8 5X8 5X10(SRS) 5X6 5X8 3X4 3X4 3X4 6X8 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W7 2x4 SP 2250f-1.9E; W20 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 861 /-/-/654 /294 /296 Y 2430 /-/-/1689 /913 /- M 1394 /-/-/992 /511 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 4.0 Min Req =3.9 M Brg Width = 4.2 Min Req =2.2 Bearings B, Y, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 719 -1280 C - D 300 -597 D - E 418 -219 E - F 381 -112 F - G 1095 -1250 Chords Tens.Comp. G - H 1095 -1250 H - I 1627 -1651 I - J 1620 -1668 J - K 1581 -1817 K - L 853 -981 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 1148 -832 AA- Z 1144 -833 Z - Y 484 -337 T - S 1861 -1512 Chords Tens.Comp. S - R 1858 -1512 R - Q 1674 -1399 Q - N 967 -834 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 576 -694 Z - D 422 -208 D - Y 733 -911 Y - X 1452 -1755 E - X 554 -326 X - F 1057 -1499 F - T 1663 -1299 G - T 317 -444 Webs Tens.Comp. T - H 867 -870 H - R 436 -509 I - R 628 -479 J - Q 390 -268 Q - K 787 -685 K - N 900 -970 N - L 1414 -1222 L - M 1178 -1366 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.070 S 999 360 VERT(CL):0.165 S 999 240 HORZ(LL):-0.028 T - - HORZ(TL):0.063 T - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.630 Max W eb CSI:0.892 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T57 Ply: 1 Qty:1 SEQN:12926 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T292 DrwNo:079.20.1313.42160 AK /DF 03/19/2020 W5 W7 W20 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'6" 5'9"2 18'8"4 1'2"4 24'4"4 5'8" 30'0"4 5'8" 35' 4'11"12 40'10" 5'10" 46'11"8 6'1"8 49'0"3 2'0"11 5'8"13 5'8"13 11'5"11 5'8"13 17'4"4 5'10"9 17'7"12 3"8 21'2"12 3'7" 21'8" 5"4 24'4"4 2'8"4 29'10"8 5'6"4 35' 5'1"8 41'1"8 6'1"8 46'11"8 5'10" 49'0"3 2'0"111'8" 6"1 3'8"116'8"131'8'4"128'9"12'A B C D E F G H I J K L M N O PQRST UVWXYZAA 4 12 3X5(B1) 3X4 5X6 5X6 5X55X5 5X6 5X8 5X6 5X10(SRS) 5X6 3X8 3X4 3X4 3X4 6X8 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W7 2x4 SP 2250f-1.9E; W20 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 861 /-/-/654 /294 /296 Y 2430 /-/-/1689 /913 /- M 1394 /-/-/992 /511 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 4.0 Min Req =3.9 M Brg Width = 4.2 Min Req =2.2 Bearings B, Y, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 719 -1280 C - D 300 -597 D - E 418 -219 E - F 381 -112 F - G 1095 -1250 Chords Tens.Comp. G - H 1095 -1250 H - I 1627 -1651 I - J 1620 -1668 J - K 1581 -1817 K - L 853 -981 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 1148 -832 AA- Z 1144 -833 Z - Y 484 -337 T - S 1861 -1512 Chords Tens.Comp. S - R 1858 -1512 R - Q 1674 -1399 Q - N 967 -834 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 576 -694 Z - D 422 -208 D - Y 733 -911 Y - X 1452 -1755 E - X 554 -326 X - F 1057 -1499 F - T 1663 -1299 G - T 317 -444 Webs Tens.Comp. T - H 867 -870 H - R 436 -509 I - R 628 -479 J - Q 390 -268 Q - K 787 -685 K - N 900 -970 N - L 1414 -1222 L - M 1178 -1366 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.070 S 999 360 VERT(CL):0.165 S 999 240 HORZ(LL):-0.028 T - - HORZ(TL):0.063 T - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.630 Max W eb CSI:0.892 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T57 Ply: 1 Qty:1 SEQN:12926 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T292 DrwNo:079.20.1313.42160 AK /DF 03/19/2020 W5 W7 W20 17'6"31'6"3 5'10"9 5'10"9 11'8"14 5'10"4 17'6" 5'9"2 18'8"4 1'2"4 24'4"4 5'8" 30'0"4 5'8" 35' 4'11"12 40'10" 5'10" 46'11"8 6'1"8 49'0"3 2'0"11 5'8"13 5'8"13 11'5"11 5'8"13 17'4"4 5'10"9 17'7"12 3"8 21'2"12 3'7" 21'8" 5"4 24'4"4 2'8"4 29'10"8 5'6"4 35' 5'1"8 41'1"8 6'1"8 46'11"8 5'10" 49'0"3 2'0"111'8" 6"1 3'8"116'8"131'8'4"128'9"12'A B C D E F G H I J K L M N O PQRST UVWXYZAA 4 12 3X5(B1) 3X4 5X6 5X6 5X55X5 5X6 5X8 5X6 5X10(SRS) 5X6 3X8 3X4 3X4 3X4 6X8 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W4,W6,W7,W10 2x4 SP 2250f-1.9E; W20 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 843 /-/-/635 /279 /296 Y 2486 /-/-/1700 /936 /- M 1374 /-/-/967 /503 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 4.0 Min Req =4.0 M Brg Width = 4.2 Min Req =2.2 Bearings B, Y, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 641 -1233 C - D 319 -598 D - E 509 -613 E - F 463 -219 F - G 835 -960 Chords Tens.Comp. G - H 835 -960 H - I 1578 -1647 I - J 1570 -1635 J - K 1531 -1779 K - L 848 -968 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 1104 -825 AA- Z 1101 -826 Z - Y 322 -382 V - T 363 -438 Chords Tens.Comp. T - S 1872 -1543 S - R 1868 -1543 R - Q 1636 -1349 Q - N 955 -831 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 539 -642 D - Z 563 -453 Z - E 1100 -992 E - Y 687 -726 Y - X 1311 -1662 X - F 1293 -1636 F - T 1818 -1427 Webs Tens.Comp. T - H 1166 -1245 H - R 414 -458 I - R 554 -368 Q - K 758 -648 K - N 897 -957 N - L 1397 -1218 L - M 1168 -1346 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 S 999 360 VERT(CL):0.161 S 999 240 HORZ(LL):-0.033 T - - HORZ(TL):0.075 T - - Creep Factor: 2.0 Max TC CSI:0.729 Max BC CSI:0.674 Max W eb CSI:0.659 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T58 Ply: 1 Qty:1 SEQN:12931 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T286 DrwNo:079.20.1313.41396 AK /DF 03/19/2020 W4 W6 W7 W10 W20 17'6"31'6"3 5'7"15 5'7"15 11'1"12 5'5"14 16'8"4 5'6"8 17'7"12 11"8 22'8"4 5'0"8 28'0"4 5'4" 35' 6'11"12 40'10" 5'10" 46'11"8 6'1"8 49'0"3 2'0"11 5'6"3 5'6"3 11'2"1 5'7"15 17'4"4 6'2"3 17'7"12 3"8 21'2"12 3'7" 21'8" 5"4 22'8"4 1'0"4 27'10"8 5'2"4 35' 7'1"8 41'1"8 6'1"8 46'11"8 5'10" 49'0"3 2'0"111'8" 6"1 3'8"116'0"131'8'4"128'9"(WB1) 12'A B C D E F G H I J K L M N O PQRST UVWXYZAA 4 12 3X5(B1) 3X4 5X6 5X8 5X6 5X53X4 4X6 5X8 5X12 5X6 5X8 3X4 3X4 3X4 6X8 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W4,W6,W7,W10 2x4 SP 2250f-1.9E; W20 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 843 /-/-/635 /279 /296 Y 2486 /-/-/1700 /936 /- M 1374 /-/-/967 /503 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 4.0 Min Req =4.0 M Brg Width = 4.2 Min Req =2.2 Bearings B, Y, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 641 -1233 C - D 319 -598 D - E 509 -613 E - F 463 -219 F - G 835 -960 Chords Tens.Comp. G - H 835 -960 H - I 1578 -1647 I - J 1570 -1635 J - K 1531 -1779 K - L 848 -968 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 1104 -825 AA- Z 1101 -826 Z - Y 322 -382 V - T 363 -438 Chords Tens.Comp. T - S 1872 -1543 S - R 1868 -1543 R - Q 1636 -1349 Q - N 955 -831 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 539 -642 D - Z 563 -453 Z - E 1100 -992 E - Y 687 -726 Y - X 1311 -1662 X - F 1293 -1636 F - T 1818 -1427 Webs Tens.Comp. T - H 1166 -1245 H - R 414 -458 I - R 554 -368 Q - K 758 -648 K - N 897 -957 N - L 1397 -1218 L - M 1168 -1346 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 S 999 360 VERT(CL):0.161 S 999 240 HORZ(LL):-0.033 T - - HORZ(TL):0.075 T - - Creep Factor: 2.0 Max TC CSI:0.729 Max BC CSI:0.674 Max W eb CSI:0.659 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T58 Ply: 1 Qty:1 SEQN:12931 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T286 DrwNo:079.20.1313.41396 AK /DF 03/19/2020 W4 W6 W7 W10 W20 17'6"31'6"3 5'7"15 5'7"15 11'1"12 5'5"14 16'8"4 5'6"8 17'7"12 11"8 22'8"4 5'0"8 28'0"4 5'4" 35' 6'11"12 40'10" 5'10" 46'11"8 6'1"8 49'0"3 2'0"11 5'6"3 5'6"3 11'2"1 5'7"15 17'4"4 6'2"3 17'7"12 3"8 21'2"12 3'7" 21'8" 5"4 22'8"4 1'0"4 27'10"8 5'2"4 35' 7'1"8 41'1"8 6'1"8 46'11"8 5'10" 49'0"3 2'0"111'8" 6"1 3'8"116'0"131'8'4"128'9"(WB1) 12'A B C D E F G H I J K L M N O PQRST UVWXYZAA 4 12 3X5(B1) 3X4 5X6 5X8 5X6 5X53X4 4X6 5X8 5X12 5X6 5X8 3X4 3X4 3X4 6X8 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10,W14 2x4 SP 2250f-1.9E; W25 2x6 SP #2; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 736 /-/-/541 /220 /296 Y 2716 /-/-/1846 /1038 /- O 1300 /-/-/908 /461 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 4.0 Min Req =- O Brg Width = 4.2 Min Req =2.1 Bearings B, Y, & O Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 567 -1174 D - E 200 -389 E - F 647 -494 F - G 604 -428 I - J 1314 -1556 Chords Tens.Comp. J - K 1405 -1456 K - L 1355 -1478 L - M 1378 -1659 M - N 787 -914 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C -AH 991 -677 AH-AF 1068 -754 AF-AE 1059 -750 AD-AA 903 -1083 AA- Z 689 -825 Chords Tens.Comp. W -U 1431 -1042 U - T 1498 -1178 T - S 1523 -1205 S - P 901 -768 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AE 643 -805 AE- E 409 -243 E -AD 756 -787 F -AD 412 -406 AD- G 1009 -927 G - Z 1733 -2210 G - W 1554 -1188 Z - Y 1756 -2236 Webs Tens.Comp. Y - W 925 -1119 W -I 1439 -1638 I - U 379 -245 K - T 527 -434 S - M 692 -570 M - P 829 -896 P - N 1318 -1127 N - O 1086 -1273 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.073 AG 999 360 VERT(CL):0.192 AG 999 240 HORZ(LL):0.027 O - - HORZ(TL):0.062 O - - Creep Factor: 2.0 Max TC CSI:0.598 Max BC CSI:0.793 Max W eb CSI:0.812 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T59 Ply: 1 Qty:1 SEQN:12937 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T288 DrwNo:079.20.1313.34594 AK /DF 03/19/2020 W10 W14 W25 BL1 17'6"31'6"3 6'2"3 6'2"3 10'6"15 4'4"13 14'8"4 4'1"5 17'6" 2'9"12 21'2"12 3'8"12 26'0"4 4'9"8 30'6"2 4'5"14 35' 4'5"14 40'10" 5'10" 46'11"8 6'1"8 49'0"3 2'0"11 10"14 10"14 1'0"14 2" 2'8" 1'7"2 6'0"7 3'4"7 10'3"7 4'3"1 14'10" 4'6"9 15'9"4 11"4 17'4"4 1'7" 21'11"8 4'7"4 26'0"4 4'0"12 35' 8'11"12 41'1"8 6'1"8 46'11"8 5'10" 49'0"3 2'0"111'8" 6"1 3'8"115'4"131'8'4"128'9"12'A B C D E F G H I J K L M N O P Q RSTU VWXYZAAABACAD AEAFAGAH AIAJ 4 12 3X5(B1) 3X8 1.5X4(**)1.5X6(++) 1.5X4 5X6 4X81.5X6(++) 5X8 5X5 1.5X4 6X81.5X4 5X12 5X6 5X8 6X8 1.5X4 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10,W14 2x4 SP 2250f-1.9E; W25 2x6 SP #2; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 736 /-/-/541 /220 /296 Y 2716 /-/-/1846 /1038 /- O 1300 /-/-/908 /461 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 4.0 Min Req =- O Brg Width = 4.2 Min Req =2.1 Bearings B, Y, & O Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 567 -1174 D - E 200 -389 E - F 647 -494 F - G 604 -428 I - J 1314 -1556 Chords Tens.Comp. J - K 1405 -1456 K - L 1355 -1478 L - M 1378 -1659 M - N 787 -914 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C -AH 991 -677 AH-AF 1068 -754 AF-AE 1059 -750 AD-AA 903 -1083 AA- Z 689 -825 Chords Tens.Comp. W -U 1431 -1042 U - T 1498 -1178 T - S 1523 -1205 S - P 901 -768 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AE 643 -805 AE- E 409 -243 E -AD 756 -787 F -AD 412 -406 AD- G 1009 -927 G - Z 1733 -2210 G - W 1554 -1188 Z - Y 1756 -2236 Webs Tens.Comp. Y - W 925 -1119 W -I 1439 -1638 I - U 379 -245 K - T 527 -434 S - M 692 -570 M - P 829 -896 P - N 1318 -1127 N - O 1086 -1273 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.073 AG 999 360 VERT(CL):0.192 AG 999 240 HORZ(LL):0.027 O - - HORZ(TL):0.062 O - - Creep Factor: 2.0 Max TC CSI:0.598 Max BC CSI:0.793 Max W eb CSI:0.812 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T59 Ply: 1 Qty:1 SEQN:12937 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T288 DrwNo:079.20.1313.34594 AK /DF 03/19/2020 W10 W14 W25 BL1 17'6"31'6"3 6'2"3 6'2"3 10'6"15 4'4"13 14'8"4 4'1"5 17'6" 2'9"12 21'2"12 3'8"12 26'0"4 4'9"8 30'6"2 4'5"14 35' 4'5"14 40'10" 5'10" 46'11"8 6'1"8 49'0"3 2'0"11 10"14 10"14 1'0"14 2" 2'8" 1'7"2 6'0"7 3'4"7 10'3"7 4'3"1 14'10" 4'6"9 15'9"4 11"4 17'4"4 1'7" 21'11"8 4'7"4 26'0"4 4'0"12 35' 8'11"12 41'1"8 6'1"8 46'11"8 5'10" 49'0"3 2'0"111'8" 6"1 3'8"115'4"131'8'4"128'9"12'A B C D E F G H I J K L M N O P Q RSTU VWXYZAAABACAD AEAFAGAH AIAJ 4 12 3X5(B1) 3X8 1.5X4(**)1.5X6(++) 1.5X4 5X6 4X81.5X6(++) 5X8 5X5 1.5X4 6X81.5X4 5X12 5X6 5X8 6X8 1.5X4 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x6 SP M-26; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W18 2x4 SP 2250f-1.9E; W31 2x6 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 525 /-/-/359 /151 /296 AD 2942 /-/-/2042 /1135 /- P 1294 /-/-/909 /428 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AD Brg Width = 4.0 Min Req =- P Brg Width = 4.2 Min Req =2.1 Bearings B, AD, & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. F - G 1144 -976 G - H 1359 -1170 H - I 2825 -2546 I - J 2813 -2533 J - K 1224 -1654 Chords Tens.Comp. K - L 1281 -1462 L - M 1239 -1464 M - N 1283 -1649 N - O 728 -909 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AO-AN 873 -1032 AN-AL 1194 -1297 AL-AH 1162 -1267 AH-AA 551 -599 AB- Y 793 -917 Chords Tens.Comp. Y - W 840 -967 W -V 1133 -541 V - U 1526 -1008 U - T 1513 -1115 T - Q 896 -711 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F -AO 865 -1019 G -AN 585 -458 H -AA 1569 -1691 AH-AC 673 -770 I -AA 398 -520 AB-AC 2050 -2546 AC-AD 2269 -2785 AA-AB 2052 -2536 AA- W 1588 -1137 Webs Tens.Comp. AA- J 2797 -3368 J - V 923 -906 V - K 534 -424 L - U 462 -318 T - N 690 -517 N - Q 768 -894 Q - O 1310 -1043 O - P 1005 -1267 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.115 AR 999 360 VERT(CL):0.319 AR 651 240 HORZ(LL):0.057 P - - HORZ(TL):0.155 AA - - Creep Factor: 2.0 Max TC CSI:0.602 Max BC CSI:0.572 Max W eb CSI:0.815 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T60 Ply: 1 Qty:1 SEQN:12951 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T67 DrwNo:079.20.1313.40928 AK /DF 03/19/2020 T1 T2 W18 W31 BL1 17'6"31'6"3 4'2"12 4'2"12 5'2"4 11"8 6'11"8 1'9"4 11'4" 4'4"8 12'8"4 1'4"4 17'6" 4'9"12 24'0"4 6'6"4 29'1"2 5'0"14 35' 5'10"14 40'10"14 5'10"14 46'11"8 6'0"10 49'0"3 2'0"11 1'5"3 1'5"3 1'7"3 2" 2'8" 1'0"13 4'8" 2' 6'11"8 2'3"8 11'4" 4'4"8 12'8"4 1'4"4 12'10" 1"12 13'7"8 9"8 15'9"3 2'1"11 17'4"4 1'7"1 21'2"12 3'10"8 21'8" 5"4 23'8"12 2'0"12 28'9"10 5'0"14 35' 6'2"6 41'2"6 6'2"6 46'11"8 5'9"2 49'0"3 2'0"111'8" 6"1 3'8"114'8"131'2'8'4"128'11"2(a)(WB1) 12'A B C D E F G H I J K L M N O P Q R STUVW XY Z AA AB ACADAE AFAG AH AIAJ AK AL AM AN AO AP AQARASAT AUAVAW AXAY 4 12 4X5(A2) 3X8 1.5X4(**)1.5X6(++)3X4 4X4 3X4 5X8 3X4 6X8 3X4 3X43X4 1.5X6(++) 7X83X45X54X6 4X5 5X14(SRS) 3X4 3X4 5X6 5X8 3X4 3X4 3X4 6X8 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x6 SP M-26; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W18 2x4 SP 2250f-1.9E; W31 2x6 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 525 /-/-/359 /151 /296 AD 2942 /-/-/2042 /1135 /- P 1294 /-/-/909 /428 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AD Brg Width = 4.0 Min Req =- P Brg Width = 4.2 Min Req =2.1 Bearings B, AD, & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. F - G 1144 -976 G - H 1359 -1170 H - I 2825 -2546 I - J 2813 -2533 J - K 1224 -1654 Chords Tens.Comp. K - L 1281 -1462 L - M 1239 -1464 M - N 1283 -1649 N - O 728 -909 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AO-AN 873 -1032 AN-AL 1194 -1297 AL-AH 1162 -1267 AH-AA 551 -599 AB- Y 793 -917 Chords Tens.Comp. Y - W 840 -967 W -V 1133 -541 V - U 1526 -1008 U - T 1513 -1115 T - Q 896 -711 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F -AO 865 -1019 G -AN 585 -458 H -AA 1569 -1691 AH-AC 673 -770 I -AA 398 -520 AB-AC 2050 -2546 AC-AD 2269 -2785 AA-AB 2052 -2536 AA- W 1588 -1137 Webs Tens.Comp. AA- J 2797 -3368 J - V 923 -906 V - K 534 -424 L - U 462 -318 T - N 690 -517 N - Q 768 -894 Q - O 1310 -1043 O - P 1005 -1267 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.115 AR 999 360 VERT(CL):0.319 AR 651 240 HORZ(LL):0.057 P - - HORZ(TL):0.155 AA - - Creep Factor: 2.0 Max TC CSI:0.602 Max BC CSI:0.572 Max W eb CSI:0.815 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T60 Ply: 1 Qty:1 SEQN:12951 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T67 DrwNo:079.20.1313.40928 AK /DF 03/19/2020 T1 T2 W18 W31 BL1 17'6"31'6"3 4'2"12 4'2"12 5'2"4 11"8 6'11"8 1'9"4 11'4" 4'4"8 12'8"4 1'4"4 17'6" 4'9"12 24'0"4 6'6"4 29'1"2 5'0"14 35' 5'10"14 40'10"14 5'10"14 46'11"8 6'0"10 49'0"3 2'0"11 1'5"3 1'5"3 1'7"3 2" 2'8" 1'0"13 4'8" 2' 6'11"8 2'3"8 11'4" 4'4"8 12'8"4 1'4"4 12'10" 1"12 13'7"8 9"8 15'9"3 2'1"11 17'4"4 1'7"1 21'2"12 3'10"8 21'8" 5"4 23'8"12 2'0"12 28'9"10 5'0"14 35' 6'2"6 41'2"6 6'2"6 46'11"8 5'9"2 49'0"3 2'0"111'8" 6"1 3'8"114'8"131'2'8'4"128'11"2(a)(WB1) 12'A B C D E F G H I J K L M N O P Q R STUVW XY Z AA AB ACADAE AFAG AH AIAJ AK AL AM AN AO AP AQARASAT AUAVAW AXAY 4 12 4X5(A2) 3X8 1.5X4(**)1.5X6(++)3X4 4X4 3X4 5X8 3X4 6X8 3X4 3X43X4 1.5X6(++) 7X83X45X54X6 4X5 5X14(SRS) 3X4 3X4 5X6 5X8 3X4 3X4 3X4 6X8 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2,B3 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W15 2x4 SP 2250f-1.9E; W29 2x6 SP #2; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 804 /-/-/588 /261 /296 AB 2530 /-/-/1723 /965 /- P 1373 /-/-/934 /492 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AB Brg Width = 4.0 Min Req =- P Brg Width = 4.2 Min Req =2.2 Bearings B, AB, & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 212 -545 D - E 1316 -1660 E - F 417 -619 H - I 628 -513 I - J 939 -1263 Chords Tens.Comp. J - K 1654 -2034 K - L 1484 -1636 L - M 1442 -1627 M - N 1445 -1780 N - O 834 -967 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AP-AO 456 -424 D -AL 1299 -1224 AL-AJ 1558 -1459 AJ-AI 1538 -1446 AI-AF 536 -421 AA- Y 696 -793 Chords Tens.Comp. Y - W 826 -943 W -V 1390 -1037 V - U 1869 -1427 U - T 1638 -1269 T - Q 953 -816 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AO 521 -547 E -AI 1119 -1094 F -AI 424 -378 F -AF 737 -727 AF- H 758 -648 AF-AC 529 -601 H -AC 521 -655 AC-AB 750 -871 AC- I 494 -332 AB-AA 1543 -1999 Webs Tens.Comp. I -AA 1510 -1964 I - W 2312 -2006 W -J 1160 -1231 J - V 687 -647 K - U 453 -495 L - U 569 -457 T - N 763 -608 N - Q 881 -954 Q - O 1394 -1197 O - P 1150 -1345 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.194 AK 999 360 VERT(CL):0.477 AK 433 240 HORZ(LL):0.078 AE - - HORZ(TL):0.195 AE - - Creep Factor: 2.0 Max TC CSI:0.691 Max BC CSI:0.681 Max W eb CSI:0.891 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T61 Ply: 1 Qty:1 SEQN:12956 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T277 DrwNo:079.20.1313.39258 AK /DF 03/19/2020 T1 B2 B3 W15 W29 BL1 17'6"31'6"3 7'1"9 7'1"9 10'8"4 3'6"11 13'9"4 3'1" 15'7"8 1'10"4 17'6" 1'10"8 22'0"4 4'6"4 28'7"14 6'7"10 35' 6'4"2 40'10" 5'10" 46'11"8 6'1"8 49'0"3 2'0"11 10"14 10"14 1'0"14 2" 2'8" 1'7"2 4'8" 2' 6'11"13 2'3"13 10'8"4 3'8"7 13'7"8 2'11"4 15'7"8 2' 17'4"4 1'8"12 17'7"12 3"8 21'2"12 3'7" 21'8" 5"4 28'4"6 6'8"6 35' 6'7"10 41'1"8 6'1"8 46'11"8 5'10" 49'0"3 2'0"111'8" 6"1 3'8"114'0"131'8'4"128'9"12'A B C D E F G H I J K L M N O P Q R STUV W XYZAAABAC ADAE AFAG AH AIAJAKAL AMANAO APAQAR 4 12 3X5(B1) 3X8 1.5X4(**)1.5X6(++) 3X10(++) 3X8(++) 1.5X4 5X8 1.5X4 5X81.5X4 5X8 1.5X4 5X5 4X12 2X44X7 5X6 5X6 5X8 6X8 1.5X4 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2,B3 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W15 2x4 SP 2250f-1.9E; W29 2x6 SP #2; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 17.333' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 804 /-/-/588 /261 /296 AB 2530 /-/-/1723 /965 /- P 1373 /-/-/934 /492 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AB Brg Width = 4.0 Min Req =- P Brg Width = 4.2 Min Req =2.2 Bearings B, AB, & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 212 -545 D - E 1316 -1660 E - F 417 -619 H - I 628 -513 I - J 939 -1263 Chords Tens.Comp. J - K 1654 -2034 K - L 1484 -1636 L - M 1442 -1627 M - N 1445 -1780 N - O 834 -967 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AP-AO 456 -424 D -AL 1299 -1224 AL-AJ 1558 -1459 AJ-AI 1538 -1446 AI-AF 536 -421 AA- Y 696 -793 Chords Tens.Comp. Y - W 826 -943 W -V 1390 -1037 V - U 1869 -1427 U - T 1638 -1269 T - Q 953 -816 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AO 521 -547 E -AI 1119 -1094 F -AI 424 -378 F -AF 737 -727 AF- H 758 -648 AF-AC 529 -601 H -AC 521 -655 AC-AB 750 -871 AC- I 494 -332 AB-AA 1543 -1999 Webs Tens.Comp. I -AA 1510 -1964 I - W 2312 -2006 W -J 1160 -1231 J - V 687 -647 K - U 453 -495 L - U 569 -457 T - N 763 -608 N - Q 881 -954 Q - O 1394 -1197 O - P 1150 -1345 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.194 AK 999 360 VERT(CL):0.477 AK 433 240 HORZ(LL):0.078 AE - - HORZ(TL):0.195 AE - - Creep Factor: 2.0 Max TC CSI:0.691 Max BC CSI:0.681 Max W eb CSI:0.891 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T61 Ply: 1 Qty:1 SEQN:12956 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T277 DrwNo:079.20.1313.39258 AK /DF 03/19/2020 T1 B2 B3 W15 W29 BL1 17'6"31'6"3 7'1"9 7'1"9 10'8"4 3'6"11 13'9"4 3'1" 15'7"8 1'10"4 17'6" 1'10"8 22'0"4 4'6"4 28'7"14 6'7"10 35' 6'4"2 40'10" 5'10" 46'11"8 6'1"8 49'0"3 2'0"11 10"14 10"14 1'0"14 2" 2'8" 1'7"2 4'8" 2' 6'11"13 2'3"13 10'8"4 3'8"7 13'7"8 2'11"4 15'7"8 2' 17'4"4 1'8"12 17'7"12 3"8 21'2"12 3'7" 21'8" 5"4 28'4"6 6'8"6 35' 6'7"10 41'1"8 6'1"8 46'11"8 5'10" 49'0"3 2'0"111'8" 6"1 3'8"114'0"131'8'4"128'9"12'A B C D E F G H I J K L M N O P Q R STUV W XYZAAABAC ADAE AFAG AH AIAJAKAL AMANAO APAQAR 4 12 3X5(B1) 3X8 1.5X4(**)1.5X6(++) 3X10(++) 3X8(++) 1.5X4 5X8 1.5X4 5X81.5X4 5X8 1.5X4 5X5 4X12 2X44X7 5X6 5X6 5X8 6X8 1.5X4 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; B3 2x6 SP #2; Webs: 2x4 SP #2; W31 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 72 plf at 49.02 BC: From 21 plf at -1.67 to 21 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 49.02 BC: 1109 lb Conc. Load at 11.19 Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1172 /-/-/-/449 /- AC 3271 /-/-/-/1218 /- Q 1356 /-/-/-/504 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AC Brg Width = 4.0 Min Req =2.9 Q Brg Width = 4.2 Min Req =1.5 Bearings B, AC, & Q Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 175 -456 D - E 703 -1926 E - F 487 -1339 F - G 469 -1313 G - H 213 -634 H - I 209 -622 Chords Tens.Comp. K - L 366 -993 L - M 311 -817 M - N 310 -815 N - O 312 -834 O - P 176 -465 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AR-AQ 395 -152 D -AN 1635 -592 AN-AL 1829 -662 AL-AK 1808 -657 AK-AJ 1248 -450 Chords Tens.Comp. AJ-AG 1275 -457 AB-AA 208 -549 W -V 912 -331 V - U 785 -293 U - R 447 -168 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AQ 232 -576 E -AK 234 -632 AJ- G 384 -112 G -AG 293 -800 AG- I 997 -365 I -AD 263 -676 AD-AC 219 -586 AD- J 583 -220 AC-AB 517 -1280 Webs Tens.Comp. J -AB 493 -1252 J -AA 971 -368 AA- K 298 -663 K - W 754 -270 U - O 405 -146 O - R 189 -450 R - P 652 -244 P - Q 255 -664 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.157 AP 999 360 VERT(CL):0.368 AP 560 240 HORZ(LL):0.079 AC - - HORZ(TL):0.186 AC - - Creep Factor: 2.0 Max TC CSI:0.661 Max BC CSI:0.879 Max W eb CSI:0.986 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T62 Ply: 2 Qty:1 SEQN:16303 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T282 DrwNo:080.20.1107.13990 JB /DF 03/20/2020 2 Complete Trusses Required T4 B2 B3 W31 17'6"31'6"3 6'4"9 6'4"9 8'8"4 2'3"11 11'4" 2'7"12 13'9"4 2'5"4 15'7"8 1'10"4 17'6" 1'10"8 20'0"4 2'6"4 27'7" 7'6"12 35' 7'5" 42'5" 7'5" 46'11"8 4'6"8 49'0"3 2'0"11 10"14 10"14 1'0"14 2" 2'8" 1'7"2 4'8" 2' 6'2"13 1'6"13 8'8"4 2'5"7 11'0"8 2'4"4 13'7"8 2'7" 15'7"8 2' 17'4"4 1'8"12 17'7"12 3"8 19'8"12 2'1" 21'2"12 1'6" 21'8" 5"4 27'3"8 5'7"8 35' 7'8"8 42'8"8 7'8"8 46'11"8 4'3" 49'0"3 2'0"111'8" 6"1 3'8"113'4"131'8'4"128'9"12'A B C D E F G H I J K L M N O P Q R S TUVW XY ZAAABACAD AEAF AGAHAI AJAKALAMAN AOAPAQ ARASAT 4 12 3X5(B1) 3X8 1.5X4(**)1.5X6 (++) 3X8 (++) 3X8 (++) 1.5X4 5X8 1.5X4 10X10 1.5X4 5X8 1.5X4 4X8 5X6 1.5X41.5X4 5X6 5X8 5X8 1.5X4 3X3 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; B3 2x6 SP #2; Webs: 2x4 SP #2; W31 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 72 plf at 49.02 BC: From 21 plf at -1.67 to 21 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 49.02 BC: 1109 lb Conc. Load at 11.19 Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1172 /-/-/-/449 /- AC 3271 /-/-/-/1218 /- Q 1356 /-/-/-/504 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AC Brg Width = 4.0 Min Req =2.9 Q Brg Width = 4.2 Min Req =1.5 Bearings B, AC, & Q Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 175 -456 D - E 703 -1926 E - F 487 -1339 F - G 469 -1313 G - H 213 -634 H - I 209 -622 Chords Tens.Comp. K - L 366 -993 L - M 311 -817 M - N 310 -815 N - O 312 -834 O - P 176 -465 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AR-AQ 395 -152 D -AN 1635 -592 AN-AL 1829 -662 AL-AK 1808 -657 AK-AJ 1248 -450 Chords Tens.Comp. AJ-AG 1275 -457 AB-AA 208 -549 W -V 912 -331 V - U 785 -293 U - R 447 -168 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AQ 232 -576 E -AK 234 -632 AJ- G 384 -112 G -AG 293 -800 AG- I 997 -365 I -AD 263 -676 AD-AC 219 -586 AD- J 583 -220 AC-AB 517 -1280 Webs Tens.Comp. J -AB 493 -1252 J -AA 971 -368 AA- K 298 -663 K - W 754 -270 U - O 405 -146 O - R 189 -450 R - P 652 -244 P - Q 255 -664 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.90 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.157 AP 999 360 VERT(CL):0.368 AP 560 240 HORZ(LL):0.079 AC - - HORZ(TL):0.186 AC - - Creep Factor: 2.0 Max TC CSI:0.661 Max BC CSI:0.879 Max W eb CSI:0.986 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T62 Ply: 2 Qty:1 SEQN:16303 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T282 DrwNo:080.20.1107.13990 JB /DF 03/20/2020 2 Complete Trusses Required T4 B2 B3 W31 17'6"31'6"3 6'4"9 6'4"9 8'8"4 2'3"11 11'4" 2'7"12 13'9"4 2'5"4 15'7"8 1'10"4 17'6" 1'10"8 20'0"4 2'6"4 27'7" 7'6"12 35' 7'5" 42'5" 7'5" 46'11"8 4'6"8 49'0"3 2'0"11 10"14 10"14 1'0"14 2" 2'8" 1'7"2 4'8" 2' 6'2"13 1'6"13 8'8"4 2'5"7 11'0"8 2'4"4 13'7"8 2'7" 15'7"8 2' 17'4"4 1'8"12 17'7"12 3"8 19'8"12 2'1" 21'2"12 1'6" 21'8" 5"4 27'3"8 5'7"8 35' 7'8"8 42'8"8 7'8"8 46'11"8 4'3" 49'0"3 2'0"111'8" 6"1 3'8"113'4"131'8'4"128'9"12'A B C D E F G H I J K L M N O P Q R S TUVW XY ZAAABACAD AEAF AGAHAI AJAKALAMAN AOAPAQ ARASAT 4 12 3X5(B1) 3X8 1.5X4(**)1.5X6 (++) 3X8 (++) 3X8 (++) 1.5X4 5X8 1.5X4 10X10 1.5X4 5X8 1.5X4 4X8 5X6 1.5X41.5X4 5X6 5X8 5X8 1.5X4 3X3 5X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W14 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1774 /-/-/1282 /621 /287 W 2174 /-/-/1473 /801 /- J 268 /-/-/198 /75 /- Wind reactions based on MWFRS Q Brg Width = 4.0 Min Req =2.8 W Brg Width = 8.0 Min Req =3.5 J Brg Width = -Min Req =- Bearings Q & W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 1032 -1198 D - E 1486 -1789 E - F 1325 -1412 Chords Tens.Comp. F - G 1291 -1411 G - H 1050 -1284 H - I 683 -400 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1183 -837 O - N 1630 -1032 Chords Tens.Comp. N - M 1174 -711 M - L 453 -461 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 291 -418 R - Q 362 -567 Q - C 1032 -1223 C - P 1466 -1128 P - D 736 -859 D - O 559 -365 Webs Tens.Comp. E - N 460 -491 F - N 433 -271 G - M 578 -664 M - H 1761 -1265 H - L 1373 -1811 L - I 686 -682 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.45 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 E 999 360 VERT(CL):0.127 E 999 240 HORZ(LL):0.019 M - - HORZ(TL):0.046 M - - Creep Factor: 2.0 Max TC CSI:0.733 Max BC CSI:0.693 Max W eb CSI:0.699 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T63 Ply: 1 Qty:1 SEQN:12993 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T354 DrwNo:079.20.1313.37995 AK /DF 03/19/2020 W14 3'8"8 31'8"9'8" 4'4"12 4'4"12 7'6"4 3'1"8 14'6"4 7' 21'4"8 6'10"4 28'3"1 6'10"9 35'2"12 6'11"11 40'1"10 4'10"14 45'0"8 4'10"14 2'1"12 2'1"12 3'8"8 1'6"12 7'2"12 3'6"4 14'2"12 7' 21'4"8 7'1"12 28'6"4 7'1"12 35'6"4 7' 40'3"6 4'9"2 45'0"8 4'9"22'8"136"18'4"12(WB1) 12' A B C D E F G H I J KLMNOPQRSTUVW 4 12 3X3 1.5X6(++)5X5 4X5 5X5 3X6 3X4 5X6 3X4 5X6 3X8 5X6 5X8 4X5 4X6 3X4 3X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W14 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1774 /-/-/1282 /621 /287 W 2174 /-/-/1473 /801 /- J 268 /-/-/198 /75 /- Wind reactions based on MWFRS Q Brg Width = 4.0 Min Req =2.8 W Brg Width = 8.0 Min Req =3.5 J Brg Width = -Min Req =- Bearings Q & W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 1032 -1198 D - E 1486 -1789 E - F 1325 -1412 Chords Tens.Comp. F - G 1291 -1411 G - H 1050 -1284 H - I 683 -400 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1183 -837 O - N 1630 -1032 Chords Tens.Comp. N - M 1174 -711 M - L 453 -461 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 291 -418 R - Q 362 -567 Q - C 1032 -1223 C - P 1466 -1128 P - D 736 -859 D - O 559 -365 Webs Tens.Comp. E - N 460 -491 F - N 433 -271 G - M 578 -664 M - H 1761 -1265 H - L 1373 -1811 L - I 686 -682 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.45 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 E 999 360 VERT(CL):0.127 E 999 240 HORZ(LL):0.019 M - - HORZ(TL):0.046 M - - Creep Factor: 2.0 Max TC CSI:0.733 Max BC CSI:0.693 Max W eb CSI:0.699 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T63 Ply: 1 Qty:1 SEQN:12993 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T354 DrwNo:079.20.1313.37995 AK /DF 03/19/2020 W14 3'8"8 31'8"9'8" 4'4"12 4'4"12 7'6"4 3'1"8 14'6"4 7' 21'4"8 6'10"4 28'3"1 6'10"9 35'2"12 6'11"11 40'1"10 4'10"14 45'0"8 4'10"14 2'1"12 2'1"12 3'8"8 1'6"12 7'2"12 3'6"4 14'2"12 7' 21'4"8 7'1"12 28'6"4 7'1"12 35'6"4 7' 40'3"6 4'9"2 45'0"8 4'9"22'8"136"18'4"12(WB1) 12' A B C D E F G H I J KLMNOPQRSTUVW 4 12 3X3 1.5X6(++)5X5 4X5 5X5 3X6 3X4 5X6 3X4 5X6 3X8 5X6 5X8 4X5 4X6 3X4 3X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W13,W14 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1181 /-/-/952 /357 /263 Y 2482 /-/-/1590 /951 /- L 604 /-/-/425 /206 /- Wind reactions based on MWFRS T Brg Width = 4.0 Min Req =1.9 Y Brg Width = 8.0 Min Req =4.0 L Brg Width = -Min Req =- Bearings T & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 580 -753 D - E 492 -654 E - F 376 -90 Chords Tens.Comp. G - H 1016 -610 I - J 531 -766 J - K 916 -1116 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 721 -418 R - Q 578 -345 Q - P 913 -845 Chords Tens.Comp. O - N 654 -385 N - M 1211 -1011 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - C 797 -985 C - S 940 -462 E - Q 721 -806 F - Q 397 -473 Q - G 1301 -1031 G - P 1369 -1701 P - H 833 -1001 Webs Tens.Comp. H - O 548 -418 O - I 831 -839 N - J 632 -562 J - M 428 -423 M - K 1210 -996 K - L 438 -575 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.98 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.030 J 999 360 VERT(CL):0.073 N 999 240 HORZ(LL):0.008 H - - HORZ(TL):0.019 H - - Creep Factor: 2.0 Max TC CSI:0.673 Max BC CSI:0.464 Max W eb CSI:0.941 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T64 Ply: 1 Qty:1 SEQN:12997 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T231 DrwNo:079.20.1313.31740 AK /DF 03/19/2020 W13 W14 3'8"8 21'8"19'8" 2'4"12 2'4"12 3'10"8 1'5"12 8'10"7 4'11"15 15'2" 6'3"10 21'4"8 6'2"8 25'2"12 3'10"4 30'9"9 5'6"13 36'3"12 5'6"3 41'10"4 5'6"8 45'0"8 3'2"4 2'1"4 2'1"4 3'8"12 1'7"8 8'6"15 4'10"3 14'10"13 6'3"15 21'4"8 6'5"11 25'6"4 4'1"12 31'0"12 5'6"8 36'7"4 5'6"8 42'1"12 5'6"8 45'0"8 2'10"12 2'0"13 1'6"13 6"8'4"12(W B1) 12' A B C D E F G H I J K LMNOPQRSTUVWXY 4 12 3X3 1.5X4 5X81.5X4 5X5 3X8 5X6 5X6 5X6 4X8 4X5 5X5 5X6 5X6 5X5 3X5 3X5 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W13,W14 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1181 /-/-/952 /357 /263 Y 2482 /-/-/1590 /951 /- L 604 /-/-/425 /206 /- Wind reactions based on MWFRS T Brg Width = 4.0 Min Req =1.9 Y Brg Width = 8.0 Min Req =4.0 L Brg Width = -Min Req =- Bearings T & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 580 -753 D - E 492 -654 E - F 376 -90 Chords Tens.Comp. G - H 1016 -610 I - J 531 -766 J - K 916 -1116 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 721 -418 R - Q 578 -345 Q - P 913 -845 Chords Tens.Comp. O - N 654 -385 N - M 1211 -1011 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - C 797 -985 C - S 940 -462 E - Q 721 -806 F - Q 397 -473 Q - G 1301 -1031 G - P 1369 -1701 P - H 833 -1001 Webs Tens.Comp. H - O 548 -418 O - I 831 -839 N - J 632 -562 J - M 428 -423 M - K 1210 -996 K - L 438 -575 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.98 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.030 J 999 360 VERT(CL):0.073 N 999 240 HORZ(LL):0.008 H - - HORZ(TL):0.019 H - - Creep Factor: 2.0 Max TC CSI:0.673 Max BC CSI:0.464 Max W eb CSI:0.941 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T64 Ply: 1 Qty:1 SEQN:12997 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T231 DrwNo:079.20.1313.31740 AK /DF 03/19/2020 W13 W14 3'8"8 21'8"19'8" 2'4"12 2'4"12 3'10"8 1'5"12 8'10"7 4'11"15 15'2" 6'3"10 21'4"8 6'2"8 25'2"12 3'10"4 30'9"9 5'6"13 36'3"12 5'6"3 41'10"4 5'6"8 45'0"8 3'2"4 2'1"4 2'1"4 3'8"12 1'7"8 8'6"15 4'10"3 14'10"13 6'3"15 21'4"8 6'5"11 25'6"4 4'1"12 31'0"12 5'6"8 36'7"4 5'6"8 42'1"12 5'6"8 45'0"8 2'10"12 2'0"13 1'6"13 6"8'4"12(W B1) 12' A B C D E F G H I J K LMNOPQRSTUVWXY 4 12 3X3 1.5X4 5X81.5X4 5X5 3X8 5X6 5X6 5X6 4X8 4X5 5X5 5X6 5X6 5X5 3X5 3X5 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1373 /-/-/978 /458 /271 H 968 /-/-/548 /434 /- Wind reactions based on MWFRS M Brg Width = 4.0 Min Req =2.2 H Brg Width = 4.2 Min Req =1.5 Bearings M & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 377 -517 B - C 356 -502 C - D 656 -990 Chords Tens.Comp. D - E 721 -1034 E - F 443 -515 F - G 465 -471 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 526 -280 N - L 400 -213 M - K 0 -395 Chords Tens.Comp. K - J 922 -895 J - I 909 -807 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - M 1000 -1248 L - C 989 -1243 C - K 1125 -682 K - D 368 -431 Webs Tens.Comp. E - I 588 -677 I - G 814 -740 G - H 930 -941 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.025 J 999 360 VERT(CL):0.065 B 462 240 HORZ(LL):0.011 B - - HORZ(TL):0.024 B - - Creep Factor: 2.0 Max TC CSI:0.545 Max BC CSI:0.528 Max W eb CSI:0.775 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T65 Ply: 1 Qty:1 SEQN:13002 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T283 DrwNo:079.20.1313.36279 AK /DF 03/19/2020 W10 3'8"8 21'8"3 4'0"4 4'0"4 8'7"4 4'7" 15'0"7 6'5"3 21'4"8 6'4"1 25'4"11 4'0"3 5" 5" 2'1"12 1'8"12 3'8"12 1'7" 8'3"12 4'7" 14'9"4 6'5"8 21'4"8 6'7"4 25'4"11 4'0"31'10"17'0"116"8'4"12(WB1) 12' A B C D E F G HIJK LM N O P 4 12 3X4(E3)3X8(E3) 1.5X6(++)3X31.5X6 3X5 3X5 5X5 5X5 4X4 3X8 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1373 /-/-/978 /458 /271 H 968 /-/-/548 /434 /- Wind reactions based on MWFRS M Brg Width = 4.0 Min Req =2.2 H Brg Width = 4.2 Min Req =1.5 Bearings M & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 377 -517 B - C 356 -502 C - D 656 -990 Chords Tens.Comp. D - E 721 -1034 E - F 443 -515 F - G 465 -471 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 526 -280 N - L 400 -213 M - K 0 -395 Chords Tens.Comp. K - J 922 -895 J - I 909 -807 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - M 1000 -1248 L - C 989 -1243 C - K 1125 -682 K - D 368 -431 Webs Tens.Comp. E - I 588 -677 I - G 814 -740 G - H 930 -941 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.025 J 999 360 VERT(CL):0.065 B 462 240 HORZ(LL):0.011 B - - HORZ(TL):0.024 B - - Creep Factor: 2.0 Max TC CSI:0.545 Max BC CSI:0.528 Max W eb CSI:0.775 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T65 Ply: 1 Qty:1 SEQN:13002 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T283 DrwNo:079.20.1313.36279 AK /DF 03/19/2020 W10 3'8"8 21'8"3 4'0"4 4'0"4 8'7"4 4'7" 15'0"7 6'5"3 21'4"8 6'4"1 25'4"11 4'0"3 5" 5" 2'1"12 1'8"12 3'8"12 1'7" 8'3"12 4'7" 14'9"4 6'5"8 21'4"8 6'7"4 25'4"11 4'0"31'10"17'0"116"8'4"12(WB1) 12' A B C D E F G HIJK LM N O P 4 12 3X4(E3)3X8(E3) 1.5X6(++)3X31.5X6 3X5 3X5 5X5 5X5 4X4 3X8 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 1363 /-/-/971 /455 /271 G 976 /-/-/554 /437 /- Wind reactions based on MWFRS K Brg Width = 4.0 Min Req =2.2 G Brg Width = 4.2 Min Req =1.6 Bearings K & G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 731 -1121 C - D 714 -996 Chords Tens.Comp. D - E 448 -507 E - F 466 -473 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 35 -425 J - I 1020 -941 Chords Tens.Comp. I - H 873 -774 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - K 426 -247 K - B 924 -1203 B - J 1105 -649 Webs Tens.Comp. D - H 582 -672 H - F 815 -740 F - G 935 -948 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.025 I 999 360 VERT(CL):0.059 I 999 240 HORZ(LL):-0.009 H - - HORZ(TL):0.019 H - - Creep Factor: 2.0 Max TC CSI:0.509 Max BC CSI:0.448 Max W eb CSI:0.774 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T66 Ply: 1 Qty:1 SEQN:13013 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T284 DrwNo:079.20.1313.26654 AK /DF 03/19/2020 W11 3'8"8 21'8"3 4'0"4 4'0"4 9'10"4 5'10" 15'7"15 5'9"11 21'4"8 5'8"9 25'4"11 4'0"3 3'8"12 3'8"12 9'6"12 5'10" 15'4"12 5'10" 21'4"8 5'11"12 25'4"11 4'0"3 1'3"4 7'0"118'4"12(WB1) 12' A B C D E F GHIJKL 4 12 3X3 1.5X4 4X4 3X5 3X4 3X4 5X5 5X5 4X4 3X8 3X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 1363 /-/-/971 /455 /271 G 976 /-/-/554 /437 /- Wind reactions based on MWFRS K Brg Width = 4.0 Min Req =2.2 G Brg Width = 4.2 Min Req =1.6 Bearings K & G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 731 -1121 C - D 714 -996 Chords Tens.Comp. D - E 448 -507 E - F 466 -473 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 35 -425 J - I 1020 -941 Chords Tens.Comp. I - H 873 -774 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - K 426 -247 K - B 924 -1203 B - J 1105 -649 Webs Tens.Comp. D - H 582 -672 H - F 815 -740 F - G 935 -948 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.025 I 999 360 VERT(CL):0.059 I 999 240 HORZ(LL):-0.009 H - - HORZ(TL):0.019 H - - Creep Factor: 2.0 Max TC CSI:0.509 Max BC CSI:0.448 Max W eb CSI:0.774 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T66 Ply: 1 Qty:1 SEQN:13013 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T284 DrwNo:079.20.1313.26654 AK /DF 03/19/2020 W11 3'8"8 21'8"3 4'0"4 4'0"4 9'10"4 5'10" 15'7"15 5'9"11 21'4"8 5'8"9 25'4"11 4'0"3 3'8"12 3'8"12 9'6"12 5'10" 15'4"12 5'10" 21'4"8 5'11"12 25'4"11 4'0"3 1'3"4 7'0"118'4"12(WB1) 12' A B C D E F GHIJKL 4 12 3X3 1.5X4 4X4 3X5 3X4 3X4 5X5 5X5 4X4 3X8 3X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; B3 2x6 SP #2; Webs: 2x4 SP #2; W3 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 9.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at 0.00 to 72 plf at 4.75 TC: From 36 plf at 4.75 to 36 plf at 8.69 BC: From 20 plf at 0.00 to 20 plf at 4.67 BC: From 10 plf at 4.67 to 10 plf at 8.69 BC: 892 lb Conc. Load at 4.75 BC: 485 lb Conc. Load at 6.75 Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 884 /-/-/-/320 /- F 1109 /-/-/-/407 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 147 -390 B - C 173 -459 Chords Tens.Comp. C - D 396 -1070 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 549 -208 C - I 774 -282 Chords Tens.Comp. I - G 1020 -372 G - F 959 -351 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 581 -207 C - L 339 -872 Webs Tens.Comp. G - D 863 -295 D - F 442 -1207 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.149 K 687 360 VERT(CL):0.335 K 305 240 HORZ(LL):0.050 F - - HORZ(TL):0.113 F - - Creep Factor: 2.0 Max TC CSI:0.507 Max BC CSI:0.975 Max W eb CSI:0.357 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T67 Ply: 2 Qty:1 SEQN:16300 MONO FROM: Cust: R 761 JRef:1WTP7610004 T290 DrwNo:080.20.1107.22413 JB /DF 03/20/2020 2 Complete Trusses Required B2 B3W3 8'8"4 1'10"8 1'10"8 6'10"12 5'0"4 8'8"4 1'9"8 2'8" 2'8" 4'8" 2' 6'9" 2'1" 8'8"4 1'11"4 6"1 1'2'4"133'4"1312' 13' A B C D E FG HIJ KLMN 4 12 2X5(B1) 2X4(**) 3X3 3X8 1.5X4(**) 3X6 (++) 3X6 3X5 7X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; B3 2x6 SP #2; Webs: 2x4 SP #2; W3 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 9.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at 0.00 to 72 plf at 4.75 TC: From 36 plf at 4.75 to 36 plf at 8.69 BC: From 20 plf at 0.00 to 20 plf at 4.67 BC: From 10 plf at 4.67 to 10 plf at 8.69 BC: 892 lb Conc. Load at 4.75 BC: 485 lb Conc. Load at 6.75 Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 884 /-/-/-/320 /- F 1109 /-/-/-/407 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 147 -390 B - C 173 -459 Chords Tens.Comp. C - D 396 -1070 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 549 -208 C - I 774 -282 Chords Tens.Comp. I - G 1020 -372 G - F 959 -351 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 581 -207 C - L 339 -872 Webs Tens.Comp. G - D 863 -295 D - F 442 -1207 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.149 K 687 360 VERT(CL):0.335 K 305 240 HORZ(LL):0.050 F - - HORZ(TL):0.113 F - - Creep Factor: 2.0 Max TC CSI:0.507 Max BC CSI:0.975 Max W eb CSI:0.357 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T67 Ply: 2 Qty:1 SEQN:16300 MONO FROM: Cust: R 761 JRef:1WTP7610004 T290 DrwNo:080.20.1107.22413 JB /DF 03/20/2020 2 Complete Trusses Required B2 B3W3 8'8"4 1'10"8 1'10"8 6'10"12 5'0"4 8'8"4 1'9"8 2'8" 2'8" 4'8" 2' 6'9" 2'1" 8'8"4 1'11"4 6"1 1'2'4"133'4"1312' 13' A B C D E FG HIJ KLMN 4 12 2X5(B1) 2X4(**) 3X3 3X8 1.5X4(**) 3X6 (++) 3X6 3X5 7X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B1 2x4 SP #2; Webs: 2x4 SP #2; W4 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 681 /-/-/502 /231 /122 G 485 /-/-/304 /188 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 399 -511 Chords Tens.Comp. D - E 963 -999 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - N 392 -475 N - M 455 -559 D - J 626 -666 Chords Tens.Comp. J - H 909 -1004 H - G 938 -1026 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - M 612 -474 Webs Tens.Comp. E - G 1069 -976 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.145 I 904 360 VERT(CL):0.332 I 394 240 HORZ(LL):0.051 G - - HORZ(TL):0.118 G - - Creep Factor: 2.0 Max TC CSI:0.683 Max BC CSI:0.519 Max W eb CSI:0.296 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T68 Ply: 1 Qty:1 SEQN:12966 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T280 DrwNo:079.20.1313.42738 AK /DF 03/19/2020 B1 W4 11'0"8 6'9"12 6'9"12 11'0"8 4'2"12 10"14 10"14 1'0"14 2" 2'8" 1'7"2 4'8" 2' 6'11"8 2'3"8 11'0"8 4'1"1'8" 6"1 1'1'9"52'9"53'1"1012' 13' A B C D E F GH IJK LMNOP 4 12 2X5(B1) 3X8 1.5X4(**)1.5X6(++) 3X10(++) 3X6(++) 4X7 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B1 2x4 SP #2; Webs: 2x4 SP #2; W4 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 681 /-/-/502 /231 /122 G 485 /-/-/304 /188 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 399 -511 Chords Tens.Comp. D - E 963 -999 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - N 392 -475 N - M 455 -559 D - J 626 -666 Chords Tens.Comp. J - H 909 -1004 H - G 938 -1026 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - M 612 -474 Webs Tens.Comp. E - G 1069 -976 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.145 I 904 360 VERT(CL):0.332 I 394 240 HORZ(LL):0.051 G - - HORZ(TL):0.118 G - - Creep Factor: 2.0 Max TC CSI:0.683 Max BC CSI:0.519 Max W eb CSI:0.296 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T68 Ply: 1 Qty:1 SEQN:12966 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T280 DrwNo:079.20.1313.42738 AK /DF 03/19/2020 B1 W4 11'0"8 6'9"12 6'9"12 11'0"8 4'2"12 10"14 10"14 1'0"14 2" 2'8" 1'7"2 4'8" 2' 6'11"8 2'3"8 11'0"8 4'1"1'8" 6"1 1'1'9"52'9"53'1"1012' 13' A B C D E F GH IJK LMNOP 4 12 2X5(B1) 3X8 1.5X4(**)1.5X6(++) 3X10(++) 3X6(++) 4X7 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W3 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Hangers / Ties (J) Hanger Support Required, by others Loading Hipjack supports 7-9-11 setback jacks. Jacks up to 7' have no webs. Longer jacks supported to BC. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 558 /-/-/-/182 /- H 892 /-/-/-/313 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 153 -418 C - D 233 -652 D - E 375 -1058 Chords Tens.Comp. E - F 369 -1048 F - G 369 -1048 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - M 748 -275 L - J 1063 -377 Chords Tens.Comp. J - I 1074 -377 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - G 1059 -373 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 K 999 360 VERT(CL):0.159 K 823 240 HORZ(LL):0.024 H - - HORZ(TL):0.056 H - - Creep Factor: 2.0 Max TC CSI:0.305 Max BC CSI:0.302 Max W eb CSI:0.417 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T69 Ply: 2 Qty:1 SEQN:12098 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T330 DrwNo:079.20.1313.27324 AK /DF 03/19/2020 2 Complete Trusses Required W1 W3 11'0"8 2'4"8 2'4"8 4'9"12 2'5"4 7'11"2 3'1"6 11'0"8 3'1"6 2'8" 2'8" 4'8" 2' 7'11"2 3'3"2 11'0"8 3'1"61'8" 6"1 1'1'1"52'1"52'5"1012' 13' A B C D E F G HI JKLM NOP 4 12 2X5(B1)3X41.5X4 3X4 3X4 1.5X4 3X5 4X7 1.5X4 1.5X4 4X7 3X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W3 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Hangers / Ties (J) Hanger Support Required, by others Loading Hipjack supports 7-9-11 setback jacks. Jacks up to 7' have no webs. Longer jacks supported to BC. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 558 /-/-/-/182 /- H 892 /-/-/-/313 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 153 -418 C - D 233 -652 D - E 375 -1058 Chords Tens.Comp. E - F 369 -1048 F - G 369 -1048 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - M 748 -275 L - J 1063 -377 Chords Tens.Comp. J - I 1074 -377 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - G 1059 -373 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 K 999 360 VERT(CL):0.159 K 823 240 HORZ(LL):0.024 H - - HORZ(TL):0.056 H - - Creep Factor: 2.0 Max TC CSI:0.305 Max BC CSI:0.302 Max W eb CSI:0.417 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T69 Ply: 2 Qty:1 SEQN:12098 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T330 DrwNo:079.20.1313.27324 AK /DF 03/19/2020 2 Complete Trusses Required W1 W3 11'0"8 2'4"8 2'4"8 4'9"12 2'5"4 7'11"2 3'1"6 11'0"8 3'1"6 2'8" 2'8" 4'8" 2' 7'11"2 3'3"2 11'0"8 3'1"61'8" 6"1 1'1'1"52'1"52'5"1012' 13' A B C D E F G HI JKLM NOP 4 12 2X5(B1)3X41.5X4 3X4 3X4 1.5X4 3X5 4X7 1.5X4 1.5X4 4X7 3X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W4 2x4 SP 2250f-1.9E; W5 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1149 /-/-/718 /379 /354 F 1175 /-/-/692 /491 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.8 F Brg Width = 3.7 Min Req =1.9 Bearings A & F Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1329 -2456 Chords Tens.Comp. B - C 726 -1500 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2245 -1689 H - G 2242 -1689 Chords Tens.Comp. G - F 1318 -959 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 808 -954 G - C 645 -287 Webs Tens.Comp. C - F 1141 -1569 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.45 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.085 B 999 360 VERT(CL):0.185 B 999 240 HORZ(LL):-0.040 E - - HORZ(TL):0.061 E - - Creep Factor: 2.0 Max TC CSI:0.657 Max BC CSI:0.506 Max W eb CSI:0.727 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T70 Ply: 1 Qty:2 SEQN:13070 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T273 DrwNo:079.20.1313.26887 AK /DF 03/19/2020 T3 W4 W5 24'3"11 7'11"4 7'11"4 15'10"8 7'11"4 23'8" 7'9"8 24'3"11 7"11 7'9"8 7'9"8 15'7" 7'9"8 24'3"11 8'8"11 6"1 8'2"38'4"12(WB1) (WB2) 12' A B C D E FGH 4 12 3X5(B1)1.5X4 3X4 5X5 7X6 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W4 2x4 SP 2250f-1.9E; W5 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1149 /-/-/718 /379 /354 F 1175 /-/-/692 /491 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.8 F Brg Width = 3.7 Min Req =1.9 Bearings A & F Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1329 -2456 Chords Tens.Comp. B - C 726 -1500 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2245 -1689 H - G 2242 -1689 Chords Tens.Comp. G - F 1318 -959 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 808 -954 G - C 645 -287 Webs Tens.Comp. C - F 1141 -1569 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.45 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.085 B 999 360 VERT(CL):0.185 B 999 240 HORZ(LL):-0.040 E - - HORZ(TL):0.061 E - - Creep Factor: 2.0 Max TC CSI:0.657 Max BC CSI:0.506 Max W eb CSI:0.727 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T70 Ply: 1 Qty:2 SEQN:13070 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T273 DrwNo:079.20.1313.26887 AK /DF 03/19/2020 T3 W4 W5 24'3"11 7'11"4 7'11"4 15'10"8 7'11"4 23'8" 7'9"8 24'3"11 7"11 7'9"8 7'9"8 15'7" 7'9"8 24'3"11 8'8"11 6"1 8'2"38'4"12(WB1) (WB2) 12' A B C D E FGH 4 12 3X5(B1)1.5X4 3X4 5X5 7X6 3X4 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W4 2x4 SP 2250f-1.9E; W5 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1306 /-/-/837 /434 /376 G 1162 /-/-/689 /481 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.1 G Brg Width = 3.7 Min Req =1.8 Bearings B & G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1207 -2395 Chords Tens.Comp. C - D 705 -1481 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2183 -1605 I - H 2179 -1605 Chords Tens.Comp. H - G 1303 -952 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 685 -905 H - D 640 -248 Webs Tens.Comp. D - G 1133 -1552 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.088 I 999 360 VERT(CL):0.192 I 999 240 HORZ(LL):-0.038 F - - HORZ(TL):0.058 G - - Creep Factor: 2.0 Max TC CSI:0.684 Max BC CSI:0.506 Max W eb CSI:0.718 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T70A Ply: 1 Qty:5 SEQN:13062 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T270 DrwNo:079.20.1313.32130 AK /DF 03/19/2020 T3 W4 W5 24'3"11 7'10"15 7'10"15 15'10"8 7'11"9 23'8" 7'9"8 24'3"11 7"11 7'9"8 7'9"8 15'8"12 7'11"4 24'3"11 8'6"151'8" 6"1 8'2"38'4"128'9"(WB1) (WB2) 12'A B C D E F GHI 4 12 3X5(B1)1.5X4 5X5 5X8 3X4 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W4 2x4 SP 2250f-1.9E; W5 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1306 /-/-/837 /434 /376 G 1162 /-/-/689 /481 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.1 G Brg Width = 3.7 Min Req =1.8 Bearings B & G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1207 -2395 Chords Tens.Comp. C - D 705 -1481 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2183 -1605 I - H 2179 -1605 Chords Tens.Comp. H - G 1303 -952 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 685 -905 H - D 640 -248 Webs Tens.Comp. D - G 1133 -1552 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.088 I 999 360 VERT(CL):0.192 I 999 240 HORZ(LL):-0.038 F - - HORZ(TL):0.058 G - - Creep Factor: 2.0 Max TC CSI:0.684 Max BC CSI:0.506 Max W eb CSI:0.718 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T70A Ply: 1 Qty:5 SEQN:13062 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T270 DrwNo:079.20.1313.32130 AK /DF 03/19/2020 T3 W4 W5 24'3"11 7'10"15 7'10"15 15'10"8 7'11"9 23'8" 7'9"8 24'3"11 7"11 7'9"8 7'9"8 15'8"12 7'11"4 24'3"11 8'6"151'8" 6"1 8'2"38'4"128'9"(WB1) (WB2) 12'A B C D E F GHI 4 12 3X5(B1)1.5X4 5X5 5X8 3X4 3X4 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T3,T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11 2x4 SP 2250f-1.9E; W13 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.11" DL: 0.15". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1114 /-/-/693 /392 /311 H 1114 /-/-/691 /507 /- Wind reactions based on MWFRS Q Brg Width = -Min Req =- H Brg Width = 3.7 Min Req =1.8 Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1533 -2259 B - C 1359 -2229 C - D 814 -1432 Chords Tens.Comp. D - E 390 -708 E - F 588 -773 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 14 -504 P - O 2465 -2187 Chords Tens.Comp. O - N 2043 -1674 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 715 -1076 A - P 2451 -1667 P - B 710 -938 B - O 517 -416 C - N 765 -860 N - D 393 -184 Webs Tens.Comp. N - L 1267 -992 D - L 642 -822 E - L 656 -621 L - F 1513 -1253 I - H 941 -1054 I - G 943 -1044 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.99 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.113 C 999 360 VERT(CL):0.260 C 999 240 HORZ(LL):0.032 K - - HORZ(TL):0.074 K - - Creep Factor: 2.0 Max TC CSI:0.609 Max BC CSI:0.685 Max W eb CSI:0.726 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T71 Ply: 1 Qty:1 SEQN:13093 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T146 DrwNo:079.20.1313.41146 AK /DF 03/19/2020 T3 T4 W11 W13 24'3"11 3'3"1 3'3"1 9'1"6 5'10"5 14'11"6 5'10" 20'8"4 5'8"14 23'8" 2'11"12 24'3"11 7"11 2'11"9 2'11"9 8'9"14 5'10"5 14'9"15 6'0"1 20'10" 6'0"1 22'3"12 1'5"12 23'10"3 1'6"7 24'3"11 5"81'7"18'2"31'8'4"1212' A B C D E F G HIJK LMNOPQ 4 12 3X8 1.5X6 4X7 5X5 5X5 3X4 3X10 5X5 6X8 SS0508 3X3 1.5X6 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T3,T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11 2x4 SP 2250f-1.9E; W13 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.11" DL: 0.15". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1114 /-/-/693 /392 /311 H 1114 /-/-/691 /507 /- Wind reactions based on MWFRS Q Brg Width = -Min Req =- H Brg Width = 3.7 Min Req =1.8 Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1533 -2259 B - C 1359 -2229 C - D 814 -1432 Chords Tens.Comp. D - E 390 -708 E - F 588 -773 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 14 -504 P - O 2465 -2187 Chords Tens.Comp. O - N 2043 -1674 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 715 -1076 A - P 2451 -1667 P - B 710 -938 B - O 517 -416 C - N 765 -860 N - D 393 -184 Webs Tens.Comp. N - L 1267 -992 D - L 642 -822 E - L 656 -621 L - F 1513 -1253 I - H 941 -1054 I - G 943 -1044 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.99 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.113 C 999 360 VERT(CL):0.260 C 999 240 HORZ(LL):0.032 K - - HORZ(TL):0.074 K - - Creep Factor: 2.0 Max TC CSI:0.609 Max BC CSI:0.685 Max W eb CSI:0.726 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T71 Ply: 1 Qty:1 SEQN:13093 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T146 DrwNo:079.20.1313.41146 AK /DF 03/19/2020 T3 T4 W11 W13 24'3"11 3'3"1 3'3"1 9'1"6 5'10"5 14'11"6 5'10" 20'8"4 5'8"14 23'8" 2'11"12 24'3"11 7"11 2'11"9 2'11"9 8'9"14 5'10"5 14'9"15 6'0"1 20'10" 6'0"1 22'3"12 1'5"12 23'10"3 1'6"7 24'3"11 5"81'7"18'2"31'8'4"1212' A B C D E F G HIJK LMNOPQ 4 12 3X8 1.5X6 4X7 5X5 5X5 3X4 3X10 5X5 6X8 SS0508 3X3 1.5X6 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2700f-2.2E; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2700f-2.2E; B3 2x6 SP M-26; B4 2x4 SP #2; Webs: 2x4 SP #2; W4,W5,W10,W12, W14 2x4 SP 2250f-1.9E; W 15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 4.27 TC: From 36 plf at 4.27 to 36 plf at 5.94 TC: From 72 plf at 5.94 to 72 plf at 30.31 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.27 BC: From 10 plf at 4.27 to 10 plf at 5.94 BC: From 20 plf at 5.94 to 20 plf at 30.31 TC: 173 lb Conc. Load at 4.27 TC: 146 lb Conc. Load at 5.06 BC: 39 lb Conc. Load at 4.27 BC: 83 lb Conc. Load at 5.06 BC: 781 lb Conc. Load at 5.94 Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2490 /-/-/-/967 /- K 1590 /-/-/-/619 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.2 K Brg Width = 3.7 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 662 -1728 C - D 647 -1705 D - E 1869 -4891 E - F 1662 -4366 Chords Tens.Comp. F - G 1263 -3304 G - H 661 -1679 H - I 309 -777 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1441 -549 D - S 4644 -1770 T - R 1387 -525 S - P 4579 -1744 Chords Tens.Comp. O - N 3173 -1212 N - M 3318 -1276 M - L 1572 -611 L - K 679 -265 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - R 694 -1835 S - R 1118 -419 E - P 1587 -564 P - O 2988 -1140 P - F 1275 -484 O - F 250 -563 Webs Tens.Comp. G - M 705 -1851 H - M 665 -203 H - L 413 -1058 L - I 669 -197 I - K 375 -960 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.195 N 999 360 VERT(CL):0.445 N 816 240 HORZ(LL):0.076 K - - HORZ(TL):0.172 K - - Creep Factor: 2.0 Max TC CSI:0.392 Max BC CSI:0.898 Max W eb CSI:0.500 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T72 Ply: 2 Qty:1 SEQN:13114 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T186 DrwNo:079.20.1313.42846 AK /DF 03/19/2020 2 Complete Trusses Required T1 T2 B3 B4 W4 W5 W10 W12 W14 W15 8"89"11 9"11 30'3"11 4'3"3 4'3"3 8'0"2 3'8"15 11'9"1 3'8"15 17'11"4 6'2"3 24'1"3 6'1"14 30'3"11 6'2"8 1'7"8 1'7"8 1'9"1 1"9 4'3"3 2'6"2 7'8"14 3'5"11 11'5"9 3'8"11 17'11"4 6'5"11 23'10" 5'10"11 30'3"11 6'5"111'8" 7"12 8'7"51'10"13 9"11 27'7"32'5"11'8'11"1112'A B CD E F G H I J KLMNO PQ RST 5 12 4 12 5X5(E1) 8X16(++) 1.5X4 2X6 4X4 6X6H0514 3X8 3X10 3X10 5X5 8X12 5X5 2X4 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2700f-2.2E; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2700f-2.2E; B3 2x6 SP M-26; B4 2x4 SP #2; Webs: 2x4 SP #2; W4,W5,W10,W12, W14 2x4 SP 2250f-1.9E; W 15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 4.27 TC: From 36 plf at 4.27 to 36 plf at 5.94 TC: From 72 plf at 5.94 to 72 plf at 30.31 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.27 BC: From 10 plf at 4.27 to 10 plf at 5.94 BC: From 20 plf at 5.94 to 20 plf at 30.31 TC: 173 lb Conc. Load at 4.27 TC: 146 lb Conc. Load at 5.06 BC: 39 lb Conc. Load at 4.27 BC: 83 lb Conc. Load at 5.06 BC: 781 lb Conc. Load at 5.94 Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2490 /-/-/-/967 /- K 1590 /-/-/-/619 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.2 K Brg Width = 3.7 Min Req =1.5 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 662 -1728 C - D 647 -1705 D - E 1869 -4891 E - F 1662 -4366 Chords Tens.Comp. F - G 1263 -3304 G - H 661 -1679 H - I 309 -777 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1441 -549 D - S 4644 -1770 T - R 1387 -525 S - P 4579 -1744 Chords Tens.Comp. O - N 3173 -1212 N - M 3318 -1276 M - L 1572 -611 L - K 679 -265 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - R 694 -1835 S - R 1118 -419 E - P 1587 -564 P - O 2988 -1140 P - F 1275 -484 O - F 250 -563 Webs Tens.Comp. G - M 705 -1851 H - M 665 -203 H - L 413 -1058 L - I 669 -197 I - K 375 -960 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.195 N 999 360 VERT(CL):0.445 N 816 240 HORZ(LL):0.076 K - - HORZ(TL):0.172 K - - Creep Factor: 2.0 Max TC CSI:0.392 Max BC CSI:0.898 Max W eb CSI:0.500 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T72 Ply: 2 Qty:1 SEQN:13114 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T186 DrwNo:079.20.1313.42846 AK /DF 03/19/2020 2 Complete Trusses Required T1 T2 B3 B4 W4 W5 W10 W12 W14 W15 8"89"11 9"11 30'3"11 4'3"3 4'3"3 8'0"2 3'8"15 11'9"1 3'8"15 17'11"4 6'2"3 24'1"3 6'1"14 30'3"11 6'2"8 1'7"8 1'7"8 1'9"1 1"9 4'3"3 2'6"2 7'8"14 3'5"11 11'5"9 3'8"11 17'11"4 6'5"11 23'10" 5'10"11 30'3"11 6'5"111'8" 7"12 8'7"51'10"13 9"11 27'7"32'5"11'8'11"1112'A B CD E F G H I J KLMNO PQ RST 5 12 4 12 5X5(E1) 8X16(++) 1.5X4 2X6 4X4 6X6H0514 3X8 3X10 3X10 5X5 8X12 5X5 2X4 5X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W7 2x4 SP 2250f-1.9E; Lt Slider: 2x4 SP #2; block length = 1.712' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1555 /-/-/1034 /545 /393 J 1385 /-/-/871 /586 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.5 J Brg Width = 3.7 Min Req =2.2 Bearings B & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1805 -2715 C - D 1620 -2653 D - E 1630 -2444 Chords Tens.Comp. E - F 2199 -3541 F - G 1351 -2289 G - H 617 -1139 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2379 -2025 N - M 3150 -2376 M - L 3559 -2634 Chords Tens.Comp. L - K 2070 -1568 K - J 984 -734 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - N 679 -318 N - E 548 -904 E - M 501 -306 F - L 1199 -1669 Webs Tens.Comp. L - G 945 -612 G - K 1098 -1424 K - H 1094 -748 H - J 1149 -1540 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.176 F 999 360 VERT(CL):0.404 F 900 240 HORZ(LL):0.050 J - - HORZ(TL):0.116 J - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.975 Max W eb CSI:0.962 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T73 Ply: 1 Qty:1 SEQN:13121 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T267 DrwNo:079.20.1313.41911 AK /DF 03/19/2020 W5 W7 30'3"11 6'3"3 6'3"3 10'3"2 3'11"15 14'3"1 3'11"15 19'7"3 5'4"2 24'11"6 5'4"2 30'3"11 5'4"5 6'6"11 6'6"11 13'11"9 7'4"14 19'3"11 5'4"2 24'7"14 5'4"2 30'3"11 5'7"131'8" 7"12 8'7"53'3"18'11"11(WB1) (WB2) 12'A B C D E F G H I JKLMN 5 12 4 12 5X6(E1) 3X4 4X5 3X4 3X4 5X5 5X5 3X5 3X5 3X5 4X4 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W7 2x4 SP 2250f-1.9E; Lt Slider: 2x4 SP #2; block length = 1.712' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1555 /-/-/1034 /545 /393 J 1385 /-/-/871 /586 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.5 J Brg Width = 3.7 Min Req =2.2 Bearings B & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1805 -2715 C - D 1620 -2653 D - E 1630 -2444 Chords Tens.Comp. E - F 2199 -3541 F - G 1351 -2289 G - H 617 -1139 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2379 -2025 N - M 3150 -2376 M - L 3559 -2634 Chords Tens.Comp. L - K 2070 -1568 K - J 984 -734 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - N 679 -318 N - E 548 -904 E - M 501 -306 F - L 1199 -1669 Webs Tens.Comp. L - G 945 -612 G - K 1098 -1424 K - H 1094 -748 H - J 1149 -1540 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.176 F 999 360 VERT(CL):0.404 F 900 240 HORZ(LL):0.050 J - - HORZ(TL):0.116 J - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.975 Max W eb CSI:0.962 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T73 Ply: 1 Qty:1 SEQN:13121 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T267 DrwNo:079.20.1313.41911 AK /DF 03/19/2020 W5 W7 30'3"11 6'3"3 6'3"3 10'3"2 3'11"15 14'3"1 3'11"15 19'7"3 5'4"2 24'11"6 5'4"2 30'3"11 5'4"5 6'6"11 6'6"11 13'11"9 7'4"14 19'3"11 5'4"2 24'7"14 5'4"2 30'3"11 5'7"131'8" 7"12 8'7"53'3"18'11"11(WB1) (WB2) 12'A B C D E F G H I JKLMN 5 12 4 12 5X6(E1) 3X4 4X5 3X4 3X4 5X5 5X5 3X5 3X5 3X5 4X4 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B2 2x4 SP #2; Webs: 2x4 SP #2; W6,W8 2x4 SP 2250f-1.9E; W9 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1556 /-/-/1049 /545 /393 J 1385 /-/-/870 /586 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.5 J Brg Width = 3.7 Min Req =2.2 Bearings B & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1773 -2736 C - D 1749 -2695 D - E 1538 -2475 Chords Tens.Comp. E - F 1519 -2256 F - G 1716 -2782 G - H 782 -1436 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2424 -2179 M - L 2673 -2020 Chords Tens.Comp. L - K 2779 -2078 K - J 1258 -957 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - M 614 -304 M - F 336 -569 G - K 1262 -1707 Webs Tens.Comp. K - H 1006 -632 H - J 1295 -1701 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.124 L 999 360 VERT(CL):0.286 L 999 240 HORZ(LL):0.040 J - - HORZ(TL):0.092 J - - Creep Factor: 2.0 Max TC CSI:0.929 Max BC CSI:0.955 Max W eb CSI:0.968 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T74 Ply: 1 Qty:1 SEQN:13118 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T271 DrwNo:079.20.1313.34313 AK /DF 03/19/2020 B2 W6 W8 W9 30'3"11 4'1"10 4'1"10 8'3"3 4'1"10 12'6"2 4'2"15 16'9"1 4'2"15 23'8"2 6'11"1 30'3"11 6'7"9 8'4"15 8'4"15 16'5"9 8'0"10 23'4"10 6'11"1 30'3"11 6'11"11'8" 7"12 8'7"54'1"18'11"11(WB1)(WB2) 12'A B C D E F G H I JKLM 5 12 4 12 6X6(E1) 3X4 1.5X4 4X5 3X8 3X4 5X5 5X5 3X5 4X4 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B2 2x4 SP #2; Webs: 2x4 SP #2; W6,W8 2x4 SP 2250f-1.9E; W9 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1556 /-/-/1049 /545 /393 J 1385 /-/-/870 /586 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.5 J Brg Width = 3.7 Min Req =2.2 Bearings B & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1773 -2736 C - D 1749 -2695 D - E 1538 -2475 Chords Tens.Comp. E - F 1519 -2256 F - G 1716 -2782 G - H 782 -1436 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2424 -2179 M - L 2673 -2020 Chords Tens.Comp. L - K 2779 -2078 K - J 1258 -957 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - M 614 -304 M - F 336 -569 G - K 1262 -1707 Webs Tens.Comp. K - H 1006 -632 H - J 1295 -1701 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.124 L 999 360 VERT(CL):0.286 L 999 240 HORZ(LL):0.040 J - - HORZ(TL):0.092 J - - Creep Factor: 2.0 Max TC CSI:0.929 Max BC CSI:0.955 Max W eb CSI:0.968 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T74 Ply: 1 Qty:1 SEQN:13118 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T271 DrwNo:079.20.1313.34313 AK /DF 03/19/2020 B2 W6 W8 W9 30'3"11 4'1"10 4'1"10 8'3"3 4'1"10 12'6"2 4'2"15 16'9"1 4'2"15 23'8"2 6'11"1 30'3"11 6'7"9 8'4"15 8'4"15 16'5"9 8'0"10 23'4"10 6'11"1 30'3"11 6'11"11'8" 7"12 8'7"54'1"18'11"11(WB1)(WB2) 12'A B C D E F G H I JKLM 5 12 4 12 6X6(E1) 3X4 1.5X4 4X5 3X8 3X4 5X5 5X5 3X5 4X4 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7 2x4 SP 2250f-1.9E; W10 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1557 /-/-/1062 /545 /393 J 1386 /-/-/870 /586 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.5 J Brg Width = 3.7 Min Req =2.2 Bearings B & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1649 -2716 C - D 1657 -2675 D - E 1448 -2309 Chords Tens.Comp. E - F 1443 -2082 F - G 1302 -2156 G - H 620 -1144 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2404 -2089 N - M 2401 -2090 M - L 2264 -1739 Chords Tens.Comp. L - K 2139 -1596 K - J 991 -762 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - M 392 -373 E - M 523 -243 G - K 1065 -1460 Webs Tens.Comp. K - H 1069 -697 H - J 1189 -1547 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.110 F 999 360 VERT(CL):0.252 F 999 240 HORZ(LL):0.042 J - - HORZ(TL):0.096 J - - Creep Factor: 2.0 Max TC CSI:0.584 Max BC CSI:0.898 Max W eb CSI:0.944 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T75 Ply: 1 Qty:1 SEQN:13125 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T274 DrwNo:079.20.1313.36482 AK /DF 03/19/2020 W7 W10 30'3"11 5'3"6 5'3"6 10'3"3 4'11"14 14'9"2 4'5"15 19'3"1 4'5"15 24'11"2 5'8"1 30'3"11 5'4"9 5'1"10 5'1"10 10'4"15 5'3"6 18'11"9 8'6"10 24'7"10 5'8"1 30'3"11 5'8"11'8" 7"12 8'7"54'11"18'11"11(WB1) (WB2) 12'A B C D E F G H I JKLMN 5 12 4 12 5X6(E1) 3X4 1.5X4 3X4 4X5 5X8 3X4 5X5 5X5 3X5 4X4 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7 2x4 SP 2250f-1.9E; W10 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1557 /-/-/1062 /545 /393 J 1386 /-/-/870 /586 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.5 J Brg Width = 3.7 Min Req =2.2 Bearings B & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1649 -2716 C - D 1657 -2675 D - E 1448 -2309 Chords Tens.Comp. E - F 1443 -2082 F - G 1302 -2156 G - H 620 -1144 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2404 -2089 N - M 2401 -2090 M - L 2264 -1739 Chords Tens.Comp. L - K 2139 -1596 K - J 991 -762 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - M 392 -373 E - M 523 -243 G - K 1065 -1460 Webs Tens.Comp. K - H 1069 -697 H - J 1189 -1547 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.110 F 999 360 VERT(CL):0.252 F 999 240 HORZ(LL):0.042 J - - HORZ(TL):0.096 J - - Creep Factor: 2.0 Max TC CSI:0.584 Max BC CSI:0.898 Max W eb CSI:0.944 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T75 Ply: 1 Qty:1 SEQN:13125 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T274 DrwNo:079.20.1313.36482 AK /DF 03/19/2020 W7 W10 30'3"11 5'3"6 5'3"6 10'3"3 4'11"14 14'9"2 4'5"15 19'3"1 4'5"15 24'11"2 5'8"1 30'3"11 5'4"9 5'1"10 5'1"10 10'4"15 5'3"6 18'11"9 8'6"10 24'7"10 5'8"1 30'3"11 5'8"11'8" 7"12 8'7"54'11"18'11"11(WB1) (WB2) 12'A B C D E F G H I JKLMN 5 12 4 12 5X6(E1) 3X4 1.5X4 3X4 4X5 5X8 3X4 5X5 5X5 3X5 4X4 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W7,W8 2x4 SP 2250f-1.9E; W9 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.636' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1558 /-/-/1075 /544 /393 J 1386 /-/-/870 /587 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.5 J Brg Width = 3.7 Min Req =2.2 Bearings B & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1629 -2723 C - D 1641 -2679 D - E 1336 -2133 Chords Tens.Comp. E - F 1350 -1898 F - G 940 -1613 G - H 1092 -1766 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2407 -2063 M - L 2404 -2064 Chords Tens.Comp. L - K 1901 -1473 K - J 754 -596 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 525 -572 E - L 448 -166 F - K 489 -447 Webs Tens.Comp. K - G 666 -836 K - H 1641 -1124 H - J 1119 -1415 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.092 L 999 360 VERT(CL):0.211 L 999 240 HORZ(LL):0.032 J - - HORZ(TL):0.073 J - - Creep Factor: 2.0 Max TC CSI:0.535 Max BC CSI:0.872 Max W eb CSI:0.827 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T76 Ply: 1 Qty:1 SEQN:13129 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T269 DrwNo:079.20.1313.30648 AK /DF 03/19/2020 B2 W7 W8 W9 30'3"11 6'3"6 6'3"6 12'3"3 5'11"14 17'0"2 4'8"15 21'9"1 4'8"15 26'0"6 4'3"5 30'3"11 4'3"5 6'1"10 6'1"10 12'4"15 6'3"6 21'7"5 9'2"6 30'3"11 8'8"61'8" 7"12 8'7"55'9"18'11"11(WB1) 12'A B C D E F G H I JKLM 5 12 4 12 5X6(E1) 3X4 1.5X4 3X4 4X5 5X8 3X4 5X8 5X5 4X6 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W7,W8 2x4 SP 2250f-1.9E; W9 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.636' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1558 /-/-/1075 /544 /393 J 1386 /-/-/870 /587 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.5 J Brg Width = 3.7 Min Req =2.2 Bearings B & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1629 -2723 C - D 1641 -2679 D - E 1336 -2133 Chords Tens.Comp. E - F 1350 -1898 F - G 940 -1613 G - H 1092 -1766 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2407 -2063 M - L 2404 -2064 Chords Tens.Comp. L - K 1901 -1473 K - J 754 -596 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 525 -572 E - L 448 -166 F - K 489 -447 Webs Tens.Comp. K - G 666 -836 K - H 1641 -1124 H - J 1119 -1415 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.092 L 999 360 VERT(CL):0.211 L 999 240 HORZ(LL):0.032 J - - HORZ(TL):0.073 J - - Creep Factor: 2.0 Max TC CSI:0.535 Max BC CSI:0.872 Max W eb CSI:0.827 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T76 Ply: 1 Qty:1 SEQN:13129 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T269 DrwNo:079.20.1313.30648 AK /DF 03/19/2020 B2 W7 W8 W9 30'3"11 6'3"6 6'3"6 12'3"3 5'11"14 17'0"2 4'8"15 21'9"1 4'8"15 26'0"6 4'3"5 30'3"11 4'3"5 6'1"10 6'1"10 12'4"15 6'3"6 21'7"5 9'2"6 30'3"11 8'8"61'8" 7"12 8'7"55'9"18'11"11(WB1) 12'A B C D E F G H I JKLM 5 12 4 12 5X6(E1) 3X4 1.5X4 3X4 4X5 5X8 3X4 5X8 5X5 4X6 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W14 2x4 SP 2250f-1.9E; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.907' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1398 /-/-/954 /493 /367 I 1391 /-/-/872 /597 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =2.2 I Brg Width = 3.7 Min Req =2.2 Bearings A & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1880 -2822 B - C 1640 -2693 C - D 1225 -1952 D - E 1474 -2111 Chords Tens.Comp. E - F 843 -1372 F - G 959 -1501 G - H 594 -846 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 2430 -2059 T - S 2425 -2060 Q - O 2112 -1653 Chords Tens.Comp. O - N 2102 -1654 N - M 792 -625 M - J 807 -631 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 716 -800 D - Q 628 -407 S - Q 1770 -1497 E - N 845 -990 N - F 576 -760 Webs Tens.Comp. N - G 1454 -1025 G - J 1101 -1338 J - H 1676 -1312 H - I 1146 -1352 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.63 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.102 Q 999 360 VERT(CL):0.234 Q 999 240 HORZ(LL):0.057 I - - HORZ(TL):0.132 I - - Creep Factor: 2.0 Max TC CSI:0.499 Max BC CSI:0.875 Max W eb CSI:0.938 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T77 Ply: 1 Qty:1 SEQN:13133 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T272 DrwNo:079.20.1313.42083 AK /DF 03/19/2020 T1 W14 W15 30'3"11 7'3"6 7'3"6 14'3"3 6'11"14 18'7" 4'3"13 24'3"1 5'8"1 26'9" 2'5"15 30'3"11 3'6"11 7'1"10 7'1"10 14'4"15 7'3"6 18'7" 4'2"1 20'0"12 1'5"12 24'1"5 4'0"9 25'3"4 1'1"15 26'9" 1'5"12 30'3"11 3'6"11 7"12 8'7"56'7"11'4"(WB1) 12' A B C D E F G H I J KL MNO PQRST 5 12 4 12 5X6(E1) 3X4 5X5 3X4 4X7 3X12 5X8 3X4 5X8 5X5 4X5 6X8 4X6 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W14 2x4 SP 2250f-1.9E; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.907' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1398 /-/-/954 /493 /367 I 1391 /-/-/872 /597 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =2.2 I Brg Width = 3.7 Min Req =2.2 Bearings A & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1880 -2822 B - C 1640 -2693 C - D 1225 -1952 D - E 1474 -2111 Chords Tens.Comp. E - F 843 -1372 F - G 959 -1501 G - H 594 -846 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 2430 -2059 T - S 2425 -2060 Q - O 2112 -1653 Chords Tens.Comp. O - N 2102 -1654 N - M 792 -625 M - J 807 -631 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 716 -800 D - Q 628 -407 S - Q 1770 -1497 E - N 845 -990 N - F 576 -760 Webs Tens.Comp. N - G 1454 -1025 G - J 1101 -1338 J - H 1676 -1312 H - I 1146 -1352 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.63 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.102 Q 999 360 VERT(CL):0.234 Q 999 240 HORZ(LL):0.057 I - - HORZ(TL):0.132 I - - Creep Factor: 2.0 Max TC CSI:0.499 Max BC CSI:0.875 Max W eb CSI:0.938 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T77 Ply: 1 Qty:1 SEQN:13133 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T272 DrwNo:079.20.1313.42083 AK /DF 03/19/2020 T1 W14 W15 30'3"11 7'3"6 7'3"6 14'3"3 6'11"14 18'7" 4'3"13 24'3"1 5'8"1 26'9" 2'5"15 30'3"11 3'6"11 7'1"10 7'1"10 14'4"15 7'3"6 18'7" 4'2"1 20'0"12 1'5"12 24'1"5 4'0"9 25'3"4 1'1"15 26'9" 1'5"12 30'3"11 3'6"11 7"12 8'7"56'7"11'4"(WB1) 12' A B C D E F G H I J KL MNO PQRST 5 12 4 12 5X6(E1) 3X4 5X5 3X4 4X7 3X12 5X8 3X4 5X8 5X5 4X5 6X8 4X6 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W12 2x4 SP 2250f-1.9E; W13 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1397 /-/-/930 /508 /329 H 1392 /-/-/873 /616 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- H Brg Width = 3.7 Min Req =2.2 Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1421 -2088 B - C 1532 -2514 C - D 1124 -1742 Chords Tens.Comp. D - E 867 -1256 E - F 377 -656 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 22 -595 M - L 2377 -2232 L - K 2230 -1902 Chords Tens.Comp. K - J 1510 -1291 J - I 1238 -978 I - H 616 -477 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 888 -1380 A - M 2490 -1699 M - B 987 -1317 B - L 406 -138 C - K 771 -845 D - K 587 -405 Webs Tens.Comp. D - J 509 -437 J - E 476 -417 E - I 845 -1041 I - F 964 -703 F - H 1068 -1381 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.092 C 999 360 VERT(CL):0.211 C 999 240 HORZ(LL):0.035 H - - HORZ(TL):0.081 H - - Creep Factor: 2.0 Max TC CSI:0.751 Max BC CSI:0.871 Max W eb CSI:0.784 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T78 Ply: 1 Qty:1 SEQN:13137 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T275 DrwNo:079.20.1313.27294 AK /DF 03/19/2020 W12 W13 30'3"11 2'3"4 2'3"4 9'5" 7'1"12 16'3"3 6'10"4 21'7"14 5'4"11 26'9"1 5'1"3 30'3"11 3'6"10 1'11"12 1'11"12 9'1"8 7'1"12 16'3"3 7'1"12 21'4"6 5'1"3 26'5"9 5'1"3 30'3"11 3'10"21'7"28'7"57'5"1(WB1)(WB1)(WB1) (WB2) 12' A B C D E F G HIJKLMN 5 12 4 12 4X7 2X6 5X6 5X5(SRS) 3X4 3X4 4X8 5X5 3X4 3X4 3X5 6X6 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W12 2x4 SP 2250f-1.9E; W13 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1397 /-/-/930 /508 /329 H 1392 /-/-/873 /616 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- H Brg Width = 3.7 Min Req =2.2 Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1421 -2088 B - C 1532 -2514 C - D 1124 -1742 Chords Tens.Comp. D - E 867 -1256 E - F 377 -656 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 22 -595 M - L 2377 -2232 L - K 2230 -1902 Chords Tens.Comp. K - J 1510 -1291 J - I 1238 -978 I - H 616 -477 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 888 -1380 A - M 2490 -1699 M - B 987 -1317 B - L 406 -138 C - K 771 -845 D - K 587 -405 Webs Tens.Comp. D - J 509 -437 J - E 476 -417 E - I 845 -1041 I - F 964 -703 F - H 1068 -1381 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.092 C 999 360 VERT(CL):0.211 C 999 240 HORZ(LL):0.035 H - - HORZ(TL):0.081 H - - Creep Factor: 2.0 Max TC CSI:0.751 Max BC CSI:0.871 Max W eb CSI:0.784 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T78 Ply: 1 Qty:1 SEQN:13137 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T275 DrwNo:079.20.1313.27294 AK /DF 03/19/2020 W12 W13 30'3"11 2'3"4 2'3"4 9'5" 7'1"12 16'3"3 6'10"4 21'7"14 5'4"11 26'9"1 5'1"3 30'3"11 3'6"10 1'11"12 1'11"12 9'1"8 7'1"12 16'3"3 7'1"12 21'4"6 5'1"3 26'5"9 5'1"3 30'3"11 3'10"21'7"28'7"57'5"1(WB1)(WB1)(WB1) (WB2) 12' A B C D E F G HIJKLMN 5 12 4 12 4X7 2X6 5X6 5X5(SRS) 3X4 3X4 4X8 5X5 3X4 3X4 3X5 6X6 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10,W11 2x4 SP 2250f-1.9E; W12 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1397 /-/-/913 /523 /295 H 1394 /-/-/872 /627 /- Wind reactions based on MWFRS M Brg Width = -Min Req =- H Brg Width = 4.0 Min Req =2.2 Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1567 -2339 B - C 1419 -2314 C - D 1001 -1521 Chords Tens.Comp. D - E 666 -921 E - F 666 -921 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 26 -513 L - K 2496 -2191 Chords Tens.Comp. K - J 2040 -1698 J - I 1308 -1091 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 897 -1362 A - L 2641 -1773 L - B 856 -1153 B - K 553 -463 K - C 412 -173 C - J 823 -909 Webs Tens.Comp. D - J 658 -489 D - I 666 -669 E - I 307 -411 I - F 1316 -1003 F - H 1092 -1395 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.097 K 999 360 VERT(CL):0.222 K 999 240 HORZ(LL):0.029 H - - HORZ(TL):0.067 H - - Creep Factor: 2.0 Max TC CSI:0.752 Max BC CSI:0.877 Max W eb CSI:0.857 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T79 Ply: 1 Qty:1 SEQN:13141 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T181 DrwNo:079.20.1313.41708 AK /DF 03/19/2020 W10 W11 W12 30'4" 4'3"4 4'3"4 11'5" 7'1"12 18'3"3 6'10"4 23'10"14 5'7"11 29'3"1 5'4"3 30'4" 1'0"15 3'10"4 3'10"4 11'1"8 7'3"4 18'3"3 7'1"12 23'10"14 5'7"11 30'4" 6'5"22'5"28'7"68'3"1(WB1) (WB2) 12' A B C D E F G HIJKLM 5 12 4 12 4X7 2X6 3X10 5X5 5X5 3X4 4X8 5X5 1.5X4 4X8 5X5(SRS) 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10,W11 2x4 SP 2250f-1.9E; W12 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1397 /-/-/913 /523 /295 H 1394 /-/-/872 /627 /- Wind reactions based on MWFRS M Brg Width = -Min Req =- H Brg Width = 4.0 Min Req =2.2 Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1567 -2339 B - C 1419 -2314 C - D 1001 -1521 Chords Tens.Comp. D - E 666 -921 E - F 666 -921 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 26 -513 L - K 2496 -2191 Chords Tens.Comp. K - J 2040 -1698 J - I 1308 -1091 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 897 -1362 A - L 2641 -1773 L - B 856 -1153 B - K 553 -463 K - C 412 -173 C - J 823 -909 Webs Tens.Comp. D - J 658 -489 D - I 666 -669 E - I 307 -411 I - F 1316 -1003 F - H 1092 -1395 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.097 K 999 360 VERT(CL):0.222 K 999 240 HORZ(LL):0.029 H - - HORZ(TL):0.067 H - - Creep Factor: 2.0 Max TC CSI:0.752 Max BC CSI:0.877 Max W eb CSI:0.857 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T79 Ply: 1 Qty:1 SEQN:13141 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T181 DrwNo:079.20.1313.41708 AK /DF 03/19/2020 W10 W11 W12 30'4" 4'3"4 4'3"4 11'5" 7'1"12 18'3"3 6'10"4 23'10"14 5'7"11 29'3"1 5'4"3 30'4" 1'0"15 3'10"4 3'10"4 11'1"8 7'3"4 18'3"3 7'1"12 23'10"14 5'7"11 30'4" 6'5"22'5"28'7"68'3"1(WB1) (WB2) 12' A B C D E F G HIJKLM 5 12 4 12 4X7 2X6 3X10 5X5 5X5 3X4 4X8 5X5 1.5X4 4X8 5X5(SRS) 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3,T4 2x4 SP #2; Bot chord: 2x4 SP #2; B1 2x6 SP M-26; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W6 2x4 SP 2250f-1.9E; W19 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 6.10 TC: From 36 plf at 6.10 to 36 plf at 9.94 TC: From 73 plf at 9.94 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.15 BC: From 10 plf at 6.15 to 10 plf at 9.94 BC: From 20 plf at 9.94 to 20 plf at 40.33 TC: 247 lb Conc. Load at 6.15 TC: 190 lb Conc. Load at 7.06 TC: 211 lb Conc. Load at 9.06 BC: 266 lb Conc. Load at 6.15 BC: 116 lb Conc. Load at 7.06, 9.06 BC: 1651 lb Conc. Load at 9.94 Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 4085 /-/-/-/1542 /- K 2425 /-/-/-/908 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.6 K Brg Width = 4.0 Min Req =2.1 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1558 -4153 C - D 2108 -5652 D - E 2066 -5538 E - F 1093 -2901 Chords Tens.Comp. F - G 721 -1890 G - H 553 -1471 H - I 210 -551 I - J 209 -550 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 3770 -1406 W -V 3779 -1405 V - U 5670 -2120 U - T 5532 -2068 Chords Tens.Comp. R - P 1696 -638 P - O 1364 -513 O - L 1362 -508 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 2164 -813 E - T 1191 -3183 T - F 757 -220 T - R 2669 -1000 F - R 416 -1123 R - G 1452 -523 Webs Tens.Comp. G - P 543 -1430 H - P 1238 -423 H - L 439 -1184 L - J 1282 -488 J - K 458 -1187 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.49 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.341 E 999 360 VERT(CL):0.779 E 618 240 HORZ(LL):0.077 K - - HORZ(TL):0.176 K - - Creep Factor: 2.0 Max TC CSI:0.563 Max BC CSI:0.595 Max W eb CSI:0.885 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T80 Ply: 2 Qty:1 SEQN:13149 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T244 DrwNo:079.20.1313.37059 AK /DF 03/19/2020 2 Complete Trusses Required T3 T4 B1 B2 W6 W19 40'4" 6'1"4 6'1"4 11'3" 5'1"12 16'1"4 4'10"4 22'5"14 6'4"10 28'6"10 6'0"12 30'1"3 1'6"9 36'10"12 6'9"9 40'4" 3'5"4 6'3" 6'3" 10'11"8 4'8"8 15'9"12 4'10"4 22'4"2 6'6"6 28'7" 6'2"14 30'0"12 1'5"12 30'1"3 0"7 35'3"4 5'2"1 36'9" 1'5"12 40'4" 3'7" 1'8" 7"12 9'0"43'2"41'4"9'4"1012'A B C D E F G H I J K L MN OP QRSTUVW 5 12 4X8(B2) 6X8 4X6 3X4 H0710 7X6 5X10 3X4 5X8 3X8 5X8 4X7 6X82X4 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3,T4 2x4 SP #2; Bot chord: 2x4 SP #2; B1 2x6 SP M-26; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W6 2x4 SP 2250f-1.9E; W19 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 6.10 TC: From 36 plf at 6.10 to 36 plf at 9.94 TC: From 73 plf at 9.94 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.15 BC: From 10 plf at 6.15 to 10 plf at 9.94 BC: From 20 plf at 9.94 to 20 plf at 40.33 TC: 247 lb Conc. Load at 6.15 TC: 190 lb Conc. Load at 7.06 TC: 211 lb Conc. Load at 9.06 BC: 266 lb Conc. Load at 6.15 BC: 116 lb Conc. Load at 7.06, 9.06 BC: 1651 lb Conc. Load at 9.94 Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 4085 /-/-/-/1542 /- K 2425 /-/-/-/908 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.6 K Brg Width = 4.0 Min Req =2.1 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1558 -4153 C - D 2108 -5652 D - E 2066 -5538 E - F 1093 -2901 Chords Tens.Comp. F - G 721 -1890 G - H 553 -1471 H - I 210 -551 I - J 209 -550 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 3770 -1406 W -V 3779 -1405 V - U 5670 -2120 U - T 5532 -2068 Chords Tens.Comp. R - P 1696 -638 P - O 1364 -513 O - L 1362 -508 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 2164 -813 E - T 1191 -3183 T - F 757 -220 T - R 2669 -1000 F - R 416 -1123 R - G 1452 -523 Webs Tens.Comp. G - P 543 -1430 H - P 1238 -423 H - L 439 -1184 L - J 1282 -488 J - K 458 -1187 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.49 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.341 E 999 360 VERT(CL):0.779 E 618 240 HORZ(LL):0.077 K - - HORZ(TL):0.176 K - - Creep Factor: 2.0 Max TC CSI:0.563 Max BC CSI:0.595 Max W eb CSI:0.885 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T80 Ply: 2 Qty:1 SEQN:13149 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T244 DrwNo:079.20.1313.37059 AK /DF 03/19/2020 2 Complete Trusses Required T3 T4 B1 B2 W6 W19 40'4" 6'1"4 6'1"4 11'3" 5'1"12 16'1"4 4'10"4 22'5"14 6'4"10 28'6"10 6'0"12 30'1"3 1'6"9 36'10"12 6'9"9 40'4" 3'5"4 6'3" 6'3" 10'11"8 4'8"8 15'9"12 4'10"4 22'4"2 6'6"6 28'7" 6'2"14 30'0"12 1'5"12 30'1"3 0"7 35'3"4 5'2"1 36'9" 1'5"12 40'4" 3'7" 1'8" 7"12 9'0"43'2"41'4"9'4"1012'A B C D E F G H I J K L MN OP QRSTUVW 5 12 4X8(B2) 6X8 4X6 3X4 H0710 7X6 5X10 3X4 5X8 3X8 5X8 4X7 6X82X4 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W7,W9,W11, W12 2x4 SP 2250f-1.9E; W 13 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2026 /-/-/1407 /700 /442 L 1862 /-/-/1227 /745 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.2 L Brg Width = 4.0 Min Req =3.0 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2588 -3791 C - D 2592 -3749 D - E 2384 -3583 E - F 2853 -4344 Chords Tens.Comp. F - G 3208 -4918 G - H 1897 -3020 H - I 949 -1468 I - J 1008 -1259 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3378 -3090 Q - P 3260 -2780 P - O 4403 -3369 Chords Tens.Comp. O - N 4942 -3716 N - M 2659 -2070 M - L 716 -560 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - P 1376 -850 P - F 519 -776 F - O 670 -476 G - N 1877 -2554 Webs Tens.Comp. N - H 1381 -916 H - M 1544 -1940 M - J 1478 -1221 J - L 1424 -1821 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.282 G 999 360 VERT(CL):0.653 G 741 240 HORZ(LL):-0.066 J - - HORZ(TL):0.152 J - - Creep Factor: 2.0 Max TC CSI:0.823 Max BC CSI:0.499 Max W eb CSI:0.930 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T81 Ply: 1 Qty:1 SEQN:13153 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T242 DrwNo:079.20.1313.42816 AK /DF 03/19/2020 W7 W9 W11 W12 W13 40'4" 4'1"10 4'1"10 8'3"4 4'1"10 13'5" 5'1"12 18'3"4 4'10"4 25'5" 7'1"12 32'3"3 6'10"4 36'2"10 3'11"6 40'4" 4'1"6 8'3"4 8'3"4 13'1"8 4'10"4 17'11"12 4'10"4 25'1"8 7'1"12 32'4"15 7'3"8 40'4" 7'11"11'8" 7"12 9'11"14'1"210'3"7(WB1) (WB2)(WB2)(WB3) (WB4) 12'A B C D E F G H I J K LMNOPQ 5 12 7X6(E5) 3X4 1.5X4 5X8 3X4 5X6 3X4 3X4 6X6 5X8 4X6 5X5 5X8 5X5 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W7,W9,W11, W12 2x4 SP 2250f-1.9E; W 13 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2026 /-/-/1407 /700 /442 L 1862 /-/-/1227 /745 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.2 L Brg Width = 4.0 Min Req =3.0 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2588 -3791 C - D 2592 -3749 D - E 2384 -3583 E - F 2853 -4344 Chords Tens.Comp. F - G 3208 -4918 G - H 1897 -3020 H - I 949 -1468 I - J 1008 -1259 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3378 -3090 Q - P 3260 -2780 P - O 4403 -3369 Chords Tens.Comp. O - N 4942 -3716 N - M 2659 -2070 M - L 716 -560 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - P 1376 -850 P - F 519 -776 F - O 670 -476 G - N 1877 -2554 Webs Tens.Comp. N - H 1381 -916 H - M 1544 -1940 M - J 1478 -1221 J - L 1424 -1821 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.282 G 999 360 VERT(CL):0.653 G 741 240 HORZ(LL):-0.066 J - - HORZ(TL):0.152 J - - Creep Factor: 2.0 Max TC CSI:0.823 Max BC CSI:0.499 Max W eb CSI:0.930 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T81 Ply: 1 Qty:1 SEQN:13153 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T242 DrwNo:079.20.1313.42816 AK /DF 03/19/2020 W7 W9 W11 W12 W13 40'4" 4'1"10 4'1"10 8'3"4 4'1"10 13'5" 5'1"12 18'3"4 4'10"4 25'5" 7'1"12 32'3"3 6'10"4 36'2"10 3'11"6 40'4" 4'1"6 8'3"4 8'3"4 13'1"8 4'10"4 17'11"12 4'10"4 25'1"8 7'1"12 32'4"15 7'3"8 40'4" 7'11"11'8" 7"12 9'11"14'1"210'3"7(WB1) (WB2)(WB2)(WB3) (WB4) 12'A B C D E F G H I J K LMNOPQ 5 12 7X6(E5) 3X4 1.5X4 5X8 3X4 5X6 3X4 3X4 6X6 5X8 4X6 5X5 5X8 5X5 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W8,W10,W11 2x4 SP 2250f-1.9E; W12 2x4 SP 2700f-2.2E; W 13 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2026 /-/-/1419 /696 /482 K 1862 /-/-/1248 /759 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.2 K Brg Width = 4.0 Min Req =3.0 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2465 -3773 C - D 2456 -3731 D - E 2279 -3433 E - F 2502 -3809 Chords Tens.Comp. F - G 2631 -4086 G - H 1556 -2535 H - I 680 -1108 I - J 762 -928 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3364 -3027 Q - P 3362 -3029 P - O 3105 -2699 Chords Tens.Comp. O - N 3846 -3005 N - M 4094 -3128 M - L 2214 -1752 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - O 972 -553 O - F 379 -585 G - M 1652 -2216 M - H 1391 -931 Webs Tens.Comp. H - L 1511 -1885 L - J 1885 -1547 J - K 1461 -1817 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.241 N 999 360 VERT(CL):0.557 N 869 240 HORZ(LL):0.067 L - - HORZ(TL):0.156 L - - Creep Factor: 2.0 Max TC CSI:0.794 Max BC CSI:0.828 Max W eb CSI:0.958 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T82 Ply: 1 Qty:1 SEQN:13162 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T241 DrwNo:079.20.1313.41115 AK /DF 03/19/2020 B2 W8 W10 W11 W12 W13 40'4" 5'3"6 5'3"6 10'3"4 4'11"14 15'5" 5'1"12 20'3"4 4'10"4 27'5" 7'1"12 34'3"3 6'10"4 40'4" 6'0"13 5'1"10 5'1"10 10'3"4 5'1"10 15'1"8 4'10"4 19'11"12 4'10"4 27'1"8 7'1"12 34'4"15 7'3"8 40'4" 5'11"11'8" 7"12 10'9"14'11"211'1"7(WB1) (WB2) (WB2) (WB3) (a) 12'A B C D E F G H I J KLMNOPQ 5 12 7X6(E5) 3X4 1.5X4 3X4 5X8 3X4 5X6 3X4 3X4 5X8(SRS) 5X8 4X6 5X5 6X8 5X5 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W8,W10,W11 2x4 SP 2250f-1.9E; W12 2x4 SP 2700f-2.2E; W 13 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2026 /-/-/1419 /696 /482 K 1862 /-/-/1248 /759 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.2 K Brg Width = 4.0 Min Req =3.0 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2465 -3773 C - D 2456 -3731 D - E 2279 -3433 E - F 2502 -3809 Chords Tens.Comp. F - G 2631 -4086 G - H 1556 -2535 H - I 680 -1108 I - J 762 -928 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3364 -3027 Q - P 3362 -3029 P - O 3105 -2699 Chords Tens.Comp. O - N 3846 -3005 N - M 4094 -3128 M - L 2214 -1752 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - O 972 -553 O - F 379 -585 G - M 1652 -2216 M - H 1391 -931 Webs Tens.Comp. H - L 1511 -1885 L - J 1885 -1547 J - K 1461 -1817 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.241 N 999 360 VERT(CL):0.557 N 869 240 HORZ(LL):0.067 L - - HORZ(TL):0.156 L - - Creep Factor: 2.0 Max TC CSI:0.794 Max BC CSI:0.828 Max W eb CSI:0.958 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T82 Ply: 1 Qty:1 SEQN:13162 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T241 DrwNo:079.20.1313.41115 AK /DF 03/19/2020 B2 W8 W10 W11 W12 W13 40'4" 5'3"6 5'3"6 10'3"4 4'11"14 15'5" 5'1"12 20'3"4 4'10"4 27'5" 7'1"12 34'3"3 6'10"4 40'4" 6'0"13 5'1"10 5'1"10 10'3"4 5'1"10 15'1"8 4'10"4 19'11"12 4'10"4 27'1"8 7'1"12 34'4"15 7'3"8 40'4" 5'11"11'8" 7"12 10'9"14'11"211'1"7(WB1) (WB2) (WB2) (WB3) (a) 12'A B C D E F G H I J KLMNOPQ 5 12 7X6(E5) 3X4 1.5X4 3X4 5X8 3X4 5X6 3X4 3X4 5X8(SRS) 5X8 4X6 5X5 6X8 5X5 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W8,W9 2x4 SP 2250f-1.9E; W10, W12 2x4 SP 2700f-2.2E; W 13 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.637' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2026 /-/-/1428 /692 /522 K 1862 /-/-/1270 /774 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.2 K Brg Width = 4.0 Min Req =3.0 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2449 -3799 C - D 2415 -3754 D - E 2135 -3273 E - F 2195 -3366 Chords Tens.Comp. F - G 2169 -3438 G - H 1241 -2102 H - I 423 -761 I - J 509 -603 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3388 -3044 Q - P 3385 -3045 P - O 2941 -2584 Chords Tens.Comp. O - N 3387 -2689 N - M 3434 -2660 M - L 1818 -1453 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - P 512 -493 E - P 398 -233 E - O 639 -314 O - F 232 -394 G - M 1521 -2016 Webs Tens.Comp. M - H 1412 -955 H - L 1523 -1888 I - L 404 -167 L - J 1838 -1553 J - K 1511 -1838 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.203 F 999 360 VERT(CL):0.470 F 999 240 HORZ(LL):0.064 L - - HORZ(TL):0.148 L - - Creep Factor: 2.0 Max TC CSI:0.826 Max BC CSI:0.881 Max W eb CSI:0.954 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T83 Ply: 1 Qty:1 SEQN:13166 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T240 DrwNo:079.20.1313.33814 AK /DF 03/19/2020 B2 W8 W9 W10 W12 W13 40'4" 6'3"6 6'3"6 12'3"4 5'11"14 17'5" 5'1"12 22'3"4 4'10"4 29'5" 7'1"12 36'3"3 6'10"4 40'4" 4'0"13 6'1"10 6'1"10 12'3"4 6'1"10 17'1"8 4'10"4 21'11"12 4'10"4 29'1"8 7'1"12 36'4"15 7'3"8 40'4" 3'11"11'8" 7"12 11'7"15'9"211'11"7(WB1) (WB2) (WB3) (WB2) (a) 12'A B C D E F G H I J KLMNOPQ 5 12 7X6(E5) 3X4 1.5X4 3X4 5X8 5X5 3X4 3X4 3X4 5X8(SRS) 5X6 4X6 5X5 6X8 6X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W8,W9 2x4 SP 2250f-1.9E; W10, W12 2x4 SP 2700f-2.2E; W 13 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.637' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2026 /-/-/1428 /692 /522 K 1862 /-/-/1270 /774 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.2 K Brg Width = 4.0 Min Req =3.0 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2449 -3799 C - D 2415 -3754 D - E 2135 -3273 E - F 2195 -3366 Chords Tens.Comp. F - G 2169 -3438 G - H 1241 -2102 H - I 423 -761 I - J 509 -603 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3388 -3044 Q - P 3385 -3045 P - O 2941 -2584 Chords Tens.Comp. O - N 3387 -2689 N - M 3434 -2660 M - L 1818 -1453 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - P 512 -493 E - P 398 -233 E - O 639 -314 O - F 232 -394 G - M 1521 -2016 Webs Tens.Comp. M - H 1412 -955 H - L 1523 -1888 I - L 404 -167 L - J 1838 -1553 J - K 1511 -1838 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.203 F 999 360 VERT(CL):0.470 F 999 240 HORZ(LL):0.064 L - - HORZ(TL):0.148 L - - Creep Factor: 2.0 Max TC CSI:0.826 Max BC CSI:0.881 Max W eb CSI:0.954 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T83 Ply: 1 Qty:1 SEQN:13166 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T240 DrwNo:079.20.1313.33814 AK /DF 03/19/2020 B2 W8 W9 W10 W12 W13 40'4" 6'3"6 6'3"6 12'3"4 5'11"14 17'5" 5'1"12 22'3"4 4'10"4 29'5" 7'1"12 36'3"3 6'10"4 40'4" 4'0"13 6'1"10 6'1"10 12'3"4 6'1"10 17'1"8 4'10"4 21'11"12 4'10"4 29'1"8 7'1"12 36'4"15 7'3"8 40'4" 3'11"11'8" 7"12 11'7"15'9"211'11"7(WB1) (WB2) (WB3) (WB2) (a) 12'A B C D E F G H I J KLMNOPQ 5 12 7X6(E5) 3X4 1.5X4 3X4 5X8 5X5 3X4 3X4 3X4 5X8(SRS) 5X6 4X6 5X5 6X8 6X6 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; Webs: 2x4 SP #2; W9,W10 2x4 SP 2250f-1.9E; W13 2x4 SP 2700f-2.2E; W 14 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.908' Bracing (b) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. (a) 2 SCAB reinforcing members. 80% length of web member. Same size, species & grade or better. Attach one to each face w/10d Box or Gun (0.128"x3",min.) nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.32 BC: From 100 plf at 10.32 to 100 plf at 20.06 BC: From 20 plf at 20.06 to 20 plf at 40.33 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2511 /-/-/1438 /954 /522 L 2156 /-/-/1261 /815 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 L Brg Width = 4.0 Min Req =3.4 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2344 -4824 C - D 2350 -4771 D - E 2297 -4740 E - F 2495 -4737 F - G 1984 -4018 Chords Tens.Comp. G - H 1990 -4027 H - I 1119 -2243 I - J 434 -848 J - K 506 -699 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4323 -2988 R - Q 4327 -2991 Q - P 3619 -2431 Chords Tens.Comp. P - O 3618 -2244 O - N 3617 -2244 N - M 1950 -1314 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - E 445 -344 Q - F 1260 -690 F - P 736 -167 P - H 888 -366 H - N 1361 -2374 Webs Tens.Comp. N - I 1886 -1000 I - M 1463 -2210 M - K 2134 -1546 K - L 1520 -2127 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.210 G 999 360 VERT(CL):0.484 G 999 240 HORZ(LL):-0.057 K - - HORZ(TL):0.130 K - - Creep Factor: 2.0 Max TC CSI:0.794 Max BC CSI:0.858 Max W eb CSI:0.925 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T84 Ply: 1 Qty:1 SEQN:13278 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T239 DrwNo:079.20.1313.27122 AK /DF 03/19/2020 T2 B2 W9 W10 W13 W14 40'4" 5'1"11 5'1"11 9'11"14 4'10"3 14'3"4 4'3"6 20'5" 6'1"12 24'3"4 3'10"4 30'5" 6'1"12 36'3"4 5'10"4 40'4" 4'0"12 4'11"15 4'11"15 9'10"2 4'10"3 20'3"4 10'5"2 23'11"12 3'8"8 30'1"8 6'1"12 36'5" 6'3"8 40'4" 3'11"1'8" 7"12 11'7"26'7"211'11"8(WB1) (a) (WB2) (WB3) (b) 12'A B C D E F G H I J K LMNOPQR 5 12 7X8(E4) 3X4 1.5X4 3X4 H0715 1.5X4 5X8 H0710 1.5X4 5X6 6X10(SRS) 5X5 5X6 5X5 7X8 6X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; Webs: 2x4 SP #2; W9,W10 2x4 SP 2250f-1.9E; W13 2x4 SP 2700f-2.2E; W 14 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.908' Bracing (b) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. (a) 2 SCAB reinforcing members. 80% length of web member. Same size, species & grade or better. Attach one to each face w/10d Box or Gun (0.128"x3",min.) nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.32 BC: From 100 plf at 10.32 to 100 plf at 20.06 BC: From 20 plf at 20.06 to 20 plf at 40.33 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2511 /-/-/1438 /954 /522 L 2156 /-/-/1261 /815 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 L Brg Width = 4.0 Min Req =3.4 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2344 -4824 C - D 2350 -4771 D - E 2297 -4740 E - F 2495 -4737 F - G 1984 -4018 Chords Tens.Comp. G - H 1990 -4027 H - I 1119 -2243 I - J 434 -848 J - K 506 -699 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4323 -2988 R - Q 4327 -2991 Q - P 3619 -2431 Chords Tens.Comp. P - O 3618 -2244 O - N 3617 -2244 N - M 1950 -1314 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - E 445 -344 Q - F 1260 -690 F - P 736 -167 P - H 888 -366 H - N 1361 -2374 Webs Tens.Comp. N - I 1886 -1000 I - M 1463 -2210 M - K 2134 -1546 K - L 1520 -2127 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.210 G 999 360 VERT(CL):0.484 G 999 240 HORZ(LL):-0.057 K - - HORZ(TL):0.130 K - - Creep Factor: 2.0 Max TC CSI:0.794 Max BC CSI:0.858 Max W eb CSI:0.925 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T84 Ply: 1 Qty:1 SEQN:13278 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T239 DrwNo:079.20.1313.27122 AK /DF 03/19/2020 T2 B2 W9 W10 W13 W14 40'4" 5'1"11 5'1"11 9'11"14 4'10"3 14'3"4 4'3"6 20'5" 6'1"12 24'3"4 3'10"4 30'5" 6'1"12 36'3"4 5'10"4 40'4" 4'0"12 4'11"15 4'11"15 9'10"2 4'10"3 20'3"4 10'5"2 23'11"12 3'8"8 30'1"8 6'1"12 36'5" 6'3"8 40'4" 3'11"1'8" 7"12 11'7"26'7"211'11"8(WB1) (a) (WB2) (WB3) (b) 12'A B C D E F G H I J K LMNOPQR 5 12 7X8(E4) 3X4 1.5X4 3X4 H0715 1.5X4 5X8 H0710 1.5X4 5X6 6X10(SRS) 5X5 5X6 5X5 7X8 6X6 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; B4 2x4 SP #2; Webs: 2x4 SP #2; W10,W14 2x4 SP 2700f-2.2E; W11, W12 2x4 SP 2250f-1.9E; W 15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.32 BC: From 100 plf at 10.32 to 100 plf at 20.08 BC: From 20 plf at 20.08 to 20 plf at 40.33 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2512 /-/-/1447 /947 /482 M 2156 /-/-/1220 /809 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 M Brg Width = 4.0 Min Req =3.4 Bearings B & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2367 -4820 C - D 2374 -4777 D - E 2327 -4749 E - F 2518 -4768 F - G 1693 -3176 Chords Tens.Comp. G - H 1570 -2967 H - I 1907 -3550 I - J 1812 -3299 J - K 726 -1227 K - L 764 -1091 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4318 -2945 R - Q 4322 -2948 Q - P 3490 -2368 Chords Tens.Comp. P - O 2992 -1923 O - N 1946 -1343 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - E 420 -383 Q - F 1370 -683 F - S 896 -1028 G - S 1196 -694 S - H 383 -662 P - I 936 -455 Webs Tens.Comp. I - O 1300 -2266 O - J 2548 -1414 J - N 1333 -1979 N - L 2217 -1553 L - M 1485 -2116 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.205 G 999 360 VERT(CL):0.473 G 999 240 HORZ(LL):0.054 E - - HORZ(TL):0.123 E - - Creep Factor: 2.0 Max TC CSI:0.808 Max BC CSI:0.859 Max W eb CSI:0.953 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T85 Ply: 1 Qty:1 SEQN:13275 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T238 DrwNo:079.20.1313.36715 AK /DF 03/19/2020 B2 B4 W10 W11 W12 W14 W15 40'4" 5'1"5 5'1"5 9'11"14 4'10"9 15'3"5 5'3"7 16'3"4 11"15 20'3"4 4' 26'3"4 6' 30'3"4 4' 34'3"4 4' 40'4" 6'0"12 4'11"15 4'11"15 9'10"2 4'10"3 20'3"4 10'5"2 26'3"4 6' 34'5" 8'1"12 40'4" 5'11"1'8" 7"12 10'9"27'5"211'1"8(a)(WB1)(WB1) (WB2) (WB3) (a) 12'A B C D E F G H I J K L MNOPQR S512 7X8(E4) 3X4 1.5X4 5X5 H0715 1.5X4 3X65X6 3X8 3X6 7X10 5X10(SRS) 6X6 5X8 5X5 7X8 6X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; B4 2x4 SP #2; Webs: 2x4 SP #2; W10,W14 2x4 SP 2700f-2.2E; W11, W12 2x4 SP 2250f-1.9E; W 15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.32 BC: From 100 plf at 10.32 to 100 plf at 20.08 BC: From 20 plf at 20.08 to 20 plf at 40.33 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2512 /-/-/1447 /947 /482 M 2156 /-/-/1220 /809 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 M Brg Width = 4.0 Min Req =3.4 Bearings B & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2367 -4820 C - D 2374 -4777 D - E 2327 -4749 E - F 2518 -4768 F - G 1693 -3176 Chords Tens.Comp. G - H 1570 -2967 H - I 1907 -3550 I - J 1812 -3299 J - K 726 -1227 K - L 764 -1091 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4318 -2945 R - Q 4322 -2948 Q - P 3490 -2368 Chords Tens.Comp. P - O 2992 -1923 O - N 1946 -1343 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - E 420 -383 Q - F 1370 -683 F - S 896 -1028 G - S 1196 -694 S - H 383 -662 P - I 936 -455 Webs Tens.Comp. I - O 1300 -2266 O - J 2548 -1414 J - N 1333 -1979 N - L 2217 -1553 L - M 1485 -2116 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.205 G 999 360 VERT(CL):0.473 G 999 240 HORZ(LL):0.054 E - - HORZ(TL):0.123 E - - Creep Factor: 2.0 Max TC CSI:0.808 Max BC CSI:0.859 Max W eb CSI:0.953 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T85 Ply: 1 Qty:1 SEQN:13275 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T238 DrwNo:079.20.1313.36715 AK /DF 03/19/2020 B2 B4 W10 W11 W12 W14 W15 40'4" 5'1"5 5'1"5 9'11"14 4'10"9 15'3"5 5'3"7 16'3"4 11"15 20'3"4 4' 26'3"4 6' 30'3"4 4' 34'3"4 4' 40'4" 6'0"12 4'11"15 4'11"15 9'10"2 4'10"3 20'3"4 10'5"2 26'3"4 6' 34'5" 8'1"12 40'4" 5'11"1'8" 7"12 10'9"27'5"211'1"8(a)(WB1)(WB1) (WB2) (WB3) (a) 12'A B C D E F G H I J K L MNOPQR S512 7X8(E4) 3X4 1.5X4 5X5 H0715 1.5X4 3X65X6 3X8 3X6 7X10 5X10(SRS) 6X6 5X8 5X5 7X8 6X6 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; B4 2x4 SP #2; Webs: 2x4 SP #2; W9,W11,W13 2x4 SP 2250f-1.9E; W14 2x4 SP 2700f-2.2E; W 15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.623' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.32 BC: From 100 plf at 10.32 to 100 plf at 20.08 BC: From 20 plf at 20.08 to 20 plf at 40.33 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2512 /-/-/1454 /939 /442 N 2156 /-/-/1180 /803 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 N Brg Width = 4.0 Min Req =3.4 Bearings B & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2389 -4815 C - D 2397 -4770 D - E 2329 -4756 E - F 2345 -4727 F - G 2518 -4778 Chords Tens.Comp. G - H 1763 -3147 H - I 1703 -2899 I - J 1839 -3179 J - K 1022 -1678 K - L 1023 -1488 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 4314 -2904 S - R 4318 -2907 R - Q 3481 -2352 Chords Tens.Comp. Q - P 2447 -1654 P - O 2446 -1654 O - N 843 -580 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - F 375 -392 R - G 1399 -649 G - T 769 -1012 H - T 1209 -607 T - I 428 -852 T - Q 514 -631 Webs Tens.Comp. I - Q 390 -65 Q - J 1064 -539 J - O 1371 -2089 K - O 394 -100 O - L 1754 -1205 L - N 1477 -2147 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.175 F 999 360 VERT(CL):0.402 F 999 240 HORZ(LL):0.053 N - - HORZ(TL):0.122 N - - Creep Factor: 2.0 Max TC CSI:0.584 Max BC CSI:0.902 Max W eb CSI:0.969 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T86 Ply: 1 Qty:1 SEQN:13271 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T237 DrwNo:079.20.1313.26762 AK /DF 03/19/2020 T2 T3 B2 B4 W9 W11 W13 W14 W15 40'4" 5'1"11 5'1"11 6'1"9 11"14 9'11"14 3'10"5 15'3"5 5'3"7 18'3"4 2'11"15 20'3"4 2' 28'3"4 8' 32'3"4 4' 36'2"10 3'11"6 40'4" 4'1"6 4'11"15 4'11"15 9'10"2 4'10"3 20'6"12 10'8"10 27'11"12 7'5" 32'5" 4'5"4 40'4" 7'11"1'8" 7"12 9'11"28'3"210'3"8(a) (WB1) (WB4)(WB2) (WB3) 12'A B C D E F G H I J K L M NOPQRS T 5 12 7X8(E4) 3X4 1.5X4 3X43X5 H0715 1.5X4 3X6 5X6 3X8 3X4 7X10 5X5 6X10(SRS) 5X5 6X8 5X5 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; B4 2x4 SP #2; Webs: 2x4 SP #2; W9,W11,W13 2x4 SP 2250f-1.9E; W14 2x4 SP 2700f-2.2E; W 15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.623' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.32 BC: From 100 plf at 10.32 to 100 plf at 20.08 BC: From 20 plf at 20.08 to 20 plf at 40.33 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2512 /-/-/1454 /939 /442 N 2156 /-/-/1180 /803 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 N Brg Width = 4.0 Min Req =3.4 Bearings B & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2389 -4815 C - D 2397 -4770 D - E 2329 -4756 E - F 2345 -4727 F - G 2518 -4778 Chords Tens.Comp. G - H 1763 -3147 H - I 1703 -2899 I - J 1839 -3179 J - K 1022 -1678 K - L 1023 -1488 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 4314 -2904 S - R 4318 -2907 R - Q 3481 -2352 Chords Tens.Comp. Q - P 2447 -1654 P - O 2446 -1654 O - N 843 -580 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - F 375 -392 R - G 1399 -649 G - T 769 -1012 H - T 1209 -607 T - I 428 -852 T - Q 514 -631 Webs Tens.Comp. I - Q 390 -65 Q - J 1064 -539 J - O 1371 -2089 K - O 394 -100 O - L 1754 -1205 L - N 1477 -2147 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.175 F 999 360 VERT(CL):0.402 F 999 240 HORZ(LL):0.053 N - - HORZ(TL):0.122 N - - Creep Factor: 2.0 Max TC CSI:0.584 Max BC CSI:0.902 Max W eb CSI:0.969 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T86 Ply: 1 Qty:1 SEQN:13271 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T237 DrwNo:079.20.1313.26762 AK /DF 03/19/2020 T2 T3 B2 B4 W9 W11 W13 W14 W15 40'4" 5'1"11 5'1"11 6'1"9 11"14 9'11"14 3'10"5 15'3"5 5'3"7 18'3"4 2'11"15 20'3"4 2' 28'3"4 8' 32'3"4 4' 36'2"10 3'11"6 40'4" 4'1"6 4'11"15 4'11"15 9'10"2 4'10"3 20'6"12 10'8"10 27'11"12 7'5" 32'5" 4'5"4 40'4" 7'11"1'8" 7"12 9'11"28'3"210'3"8(a) (WB1) (WB4)(WB2) (WB3) 12'A B C D E F G H I J K L M NOPQRS T 5 12 7X8(E4) 3X4 1.5X4 3X43X5 H0715 1.5X4 3X6 5X6 3X8 3X4 7X10 5X5 6X10(SRS) 5X5 6X8 5X5 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; B4, B5 2x4 SP #2; Webs: 2x4 SP #2; W7,W10,W12 2x4 SP 2250f-1.9E; W14 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.805' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.32 BC: From 100 plf at 10.32 to 100 plf at 20.08 BC: From 20 plf at 20.08 to 20 plf at 40.33 Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2512 /-/-/1459 /931 /404 K 2156 /-/-/1142 /796 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 K Brg Width = 4.0 Min Req =3.4 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2327 -4821 C - D 2334 -4771 D - E 2266 -4747 E - F 2428 -4766 Chords Tens.Comp. F - G 1732 -3185 G - H 1521 -2551 H - I 932 -1571 I - J 932 -1571 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 4320 -2711 V - U 4324 -2714 Chords Tens.Comp. U - T 3490 -2159 R - P 2545 -1517 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - E 362 -392 U - F 1380 -637 F - T 747 -1039 G - T 1239 -448 G - R 295 -646 T - R 2806 -1647 Webs Tens.Comp. R - H 821 -416 H - P 957 -1591 I - P 398 -532 P - J 2454 -1459 L - J 1275 -2095 L - K 1274 -2117 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.195 E 999 360 VERT(CL):0.449 E 999 240 HORZ(LL):0.056 O - - HORZ(TL):0.129 O - - Creep Factor: 2.0 Max TC CSI:0.731 Max BC CSI:0.853 Max W eb CSI:0.932 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T87 Ply: 1 Qty:1 SEQN:13263 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T211 DrwNo:079.20.1313.28948 AK /DF 03/19/2020 T4 B2 B4 B5 W7 W10 W12 W14 40'4" 5'1"5 5'1"5 9'11"14 4'10"9 15'3"5 5'3"7 20'3"4 4'11"15 27'0"8 6'9"4 33'5"8 6'5" 40'4" 6'10"8 4'11"15 4'11"15 9'10"2 4'10"3 20'3"4 10'5"2 27'4" 7'0"12 33'5"8 6'1"8 38'5"4 4'11"12 39'10"8 1'5"4 40'4" 5"8 1'8" 7"12 9'1"26"9'5"8(WB1) (WB2) (WB3)(WB1) (WB3)(a) 12'A B C D E F G H I J KLMNOPQRSTUV 5 12 7X8(E4) 3X4 5X5 H0715 3X6 5X8 8X12 5X8 3X5 5X5 7X8 1.5X6 (++)3X3 5X8 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; B4, B5 2x4 SP #2; Webs: 2x4 SP #2; W7,W10,W12 2x4 SP 2250f-1.9E; W14 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.805' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.32 BC: From 100 plf at 10.32 to 100 plf at 20.08 BC: From 20 plf at 20.08 to 20 plf at 40.33 Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2512 /-/-/1459 /931 /404 K 2156 /-/-/1142 /796 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 K Brg Width = 4.0 Min Req =3.4 Bearings B & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2327 -4821 C - D 2334 -4771 D - E 2266 -4747 E - F 2428 -4766 Chords Tens.Comp. F - G 1732 -3185 G - H 1521 -2551 H - I 932 -1571 I - J 932 -1571 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 4320 -2711 V - U 4324 -2714 Chords Tens.Comp. U - T 3490 -2159 R - P 2545 -1517 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - E 362 -392 U - F 1380 -637 F - T 747 -1039 G - T 1239 -448 G - R 295 -646 T - R 2806 -1647 Webs Tens.Comp. R - H 821 -416 H - P 957 -1591 I - P 398 -532 P - J 2454 -1459 L - J 1275 -2095 L - K 1274 -2117 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.195 E 999 360 VERT(CL):0.449 E 999 240 HORZ(LL):0.056 O - - HORZ(TL):0.129 O - - Creep Factor: 2.0 Max TC CSI:0.731 Max BC CSI:0.853 Max W eb CSI:0.932 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T87 Ply: 1 Qty:1 SEQN:13263 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T211 DrwNo:079.20.1313.28948 AK /DF 03/19/2020 T4 B2 B4 B5 W7 W10 W12 W14 40'4" 5'1"5 5'1"5 9'11"14 4'10"9 15'3"5 5'3"7 20'3"4 4'11"15 27'0"8 6'9"4 33'5"8 6'5" 40'4" 6'10"8 4'11"15 4'11"15 9'10"2 4'10"3 20'3"4 10'5"2 27'4" 7'0"12 33'5"8 6'1"8 38'5"4 4'11"12 39'10"8 1'5"4 40'4" 5"8 1'8" 7"12 9'1"26"9'5"8(WB1) (WB2) (WB3)(WB1) (WB3)(a) 12'A B C D E F G H I J KLMNOPQRSTUV 5 12 7X8(E4) 3X4 5X5 H0715 3X6 5X8 8X12 5X8 3X5 5X5 7X8 1.5X6 (++)3X3 5X8 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; B4, B6,B7 2x4 SP #2; Webs: 2x4 SP #2; W9,W12,W15 2x4 SP 2250f-1.9E; W18 2x6 SP M-26; Lt Slider: 2x4 SP #2; block length = 1.623' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.32 BC: From 100 plf at 10.32 to 100 plf at 20.27 BC: From 20 plf at 20.27 to 20 plf at 40.33 Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2520 /-/-/1443 /926 /365 L 2164 /-/-/1123 /792 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 L Brg Width = 4.0 Min Req =3.4 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2351 -4837 C - D 2358 -4791 D - E 2296 -4766 E - F 2467 -4788 F - G 1741 -3209 Chords Tens.Comp. G - H 1669 -2929 H - I 1741 -3044 I - J 1071 -1871 J - K 1071 -1871 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AE 4334 -2672 AE-AD 4338 -2674 AD-AC 3504 -2115 Chords Tens.Comp. Z - W 2883 -1635 W -U 3034 -1737 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AD- E 370 -391 AD- F 1375 -642 F -AF 754 -995 G -AF 1143 -541 AF-AC 518 -606 AF- H 376 -794 AC- H 701 -133 AC- Z 3097 -1725 Webs Tens.Comp. H - Z 99 -412 Z - I 830 -380 I - U 982 -1717 J - U 401 -544 U - K 2650 -1520 M - K 1230 -2088 M - L 1232 -2114 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.198 E 999 360 VERT(CL):0.456 E 999 240 HORZ(LL):0.063 Q - - HORZ(TL):0.146 Q - - Creep Factor: 2.0 Max TC CSI:0.746 Max BC CSI:0.855 Max W eb CSI:0.813 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T88 Ply: 1 Qty:1 SEQN:13281 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T233 DrwNo:079.20.1313.39055 AK /DF 03/19/2020 T4 B2 B4 B6 B7 W9 W12 W15 W18 40'4" 5'1"5 5'1"5 9'11"14 4'10"9 15'3"5 5'3"7 18'3"4 2'11"15 20'5" 2'1"12 27'0"8 6'7"8 33'5"8 6'5" 40'4" 6'10"8 4'11"15 4'11"15 9'10"2 4'10"3 20'3"4 10'5"2 27'4" 7'0"12 29'4" 2' 33'5"8 4'1"8 36'5"9 3'0"1 38'3"8 1'9"15 39'10"8 1'7" 40'4" 5"8 1'8" 7"12 8'3"26"1'8'7"8(a) (WB1)(WB2)(WB2) 12'A B C D E F G H I J K LMNO P QRSTUVWXYZAA AB ACADAE AF 5 12 7X8(E4) 3X4 5X5 H0715 3X6 5X6 3X8 8X12 3X8 5X83X3 5X5 1.5X6(++) 7X8 1.5X6(++)3X3 3X3 5X8 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; B4, B6,B7 2x4 SP #2; Webs: 2x4 SP #2; W9,W12,W15 2x4 SP 2250f-1.9E; W18 2x6 SP M-26; Lt Slider: 2x4 SP #2; block length = 1.623' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.32 BC: From 100 plf at 10.32 to 100 plf at 20.27 BC: From 20 plf at 20.27 to 20 plf at 40.33 Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2520 /-/-/1443 /926 /365 L 2164 /-/-/1123 /792 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 L Brg Width = 4.0 Min Req =3.4 Bearings B & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2351 -4837 C - D 2358 -4791 D - E 2296 -4766 E - F 2467 -4788 F - G 1741 -3209 Chords Tens.Comp. G - H 1669 -2929 H - I 1741 -3044 I - J 1071 -1871 J - K 1071 -1871 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AE 4334 -2672 AE-AD 4338 -2674 AD-AC 3504 -2115 Chords Tens.Comp. Z - W 2883 -1635 W -U 3034 -1737 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AD- E 370 -391 AD- F 1375 -642 F -AF 754 -995 G -AF 1143 -541 AF-AC 518 -606 AF- H 376 -794 AC- H 701 -133 AC- Z 3097 -1725 Webs Tens.Comp. H - Z 99 -412 Z - I 830 -380 I - U 982 -1717 J - U 401 -544 U - K 2650 -1520 M - K 1230 -2088 M - L 1232 -2114 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.198 E 999 360 VERT(CL):0.456 E 999 240 HORZ(LL):0.063 Q - - HORZ(TL):0.146 Q - - Creep Factor: 2.0 Max TC CSI:0.746 Max BC CSI:0.855 Max W eb CSI:0.813 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T88 Ply: 1 Qty:1 SEQN:13281 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T233 DrwNo:079.20.1313.39055 AK /DF 03/19/2020 T4 B2 B4 B6 B7 W9 W12 W15 W18 40'4" 5'1"5 5'1"5 9'11"14 4'10"9 15'3"5 5'3"7 18'3"4 2'11"15 20'5" 2'1"12 27'0"8 6'7"8 33'5"8 6'5" 40'4" 6'10"8 4'11"15 4'11"15 9'10"2 4'10"3 20'3"4 10'5"2 27'4" 7'0"12 29'4" 2' 33'5"8 4'1"8 36'5"9 3'0"1 38'3"8 1'9"15 39'10"8 1'7" 40'4" 5"8 1'8" 7"12 8'3"26"1'8'7"8(a) (WB1)(WB2)(WB2) 12'A B C D E F G H I J K LMNO P QRSTUVWXYZAA AB ACADAE AF 5 12 7X8(E4) 3X4 5X5 H0715 3X6 5X6 3X8 8X12 3X8 5X83X3 5X5 1.5X6(++) 7X8 1.5X6(++)3X3 3X3 5X8 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B1,B3 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; Webs: 2x4 SP #2; W9,W13,W15,W17,W18,W19, W20 2x4 SP 2250f-1.9E; W 23 2x6 SP M-26; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 72 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.14 BC: From 100 plf at 10.14 to 100 plf at 20.08 BC: From 20 plf at 20.08 to 20 plf at 40.33 Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2523 /-/-/1419 /928 /329 N 2160 /-/-/1112 /791 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 N Brg Width = 4.0 Min Req =3.4 Bearings B & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2521 -4844 C - D 2529 -4802 D - E 2481 -4780 E - F 2667 -4798 F - G 1840 -3148 G - H 1727 -2966 Chords Tens.Comp. H - I 2062 -3274 I - J 2004 -3089 J - K 1999 -3083 K - L 1725 -2700 L - M 995 -1576 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AI 4341 -2769 AI-AH 4345 -2772 AH-AG 3500 -2208 Chords Tens.Comp. Z - X 2777 -1777 X - W 1665 -1054 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AH- E 407 -378 AH- F 1402 -660 F -AJ 888 -1040 G -AJ 1180 -749 AJ- H 420 -663 H -AG 442 -109 H -AE 151 -554 AG-AE 3405 -1994 AE- Z 3260 -2060 Webs Tens.Comp. I - Z 848 -1451 J - Z 2201 -1316 K - X 1035 -1527 X - L 1763 -1143 L - W 1244 -1864 W -M 2515 -1589 O - M 1350 -2112 O - N 1350 -2126 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.206 E 999 360 VERT(CL):0.474 E 999 240 HORZ(LL):0.066 S - - HORZ(TL):0.152 S - - Creep Factor: 2.0 Max TC CSI:0.709 Max BC CSI:0.891 Max W eb CSI:0.860 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T89 Ply: 1 Qty:1 SEQN:13285 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T243 DrwNo:079.20.1313.27714 AK /DF 03/19/2020 B1 B2 B3 W9 W13 W15 W17 W18 W19 W20 W23 40'4" 5'1"11 5'1"11 9'11"8 4'9"13 15'3"5 5'3"13 16'3"4 11"15 20'5" 4'1"12 26'3"4 5'10"4 28'4" 2'0"12 30'4"12 2'0"12 35'1"10 4'8"14 40'4" 5'2"6 4'11"15 4'11"15 9'10"2 4'10"3 20'6"12 10'8"10 26'1"8 5'6"12 27'4" 1'2"8 28'4" 1' 29'4" 1' 30'8"4 1'4"4 35'5"10 4'9"6 36'5"9 11"15 38'3"8 1'9"15 39'10"8 1'7" 40'4" 5"8 1'8" 7"12 7'5"26"1'8'3"78'7"13(a)(WB1) 12'A B C D E F G H I J K L M NOPQ R STUVWXYZAAABACAD AE AF AGAHAI AJ512 7X8(E4) 3X4 3X4 H0715 5X5 3X6 5X6 3X8 3X8 H0710 7X10 6X6 1.5X6(++) 5X5 6X10 5X5(SRS) 4X6 4X6 5X8 1.5X6(++)3X3 3X3 5X8 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B1,B3 2x4 SP 2250f-1.9E; B2 2x6 SP M-26; Webs: 2x4 SP #2; W9,W13,W15,W17,W18,W19, W20 2x4 SP 2250f-1.9E; W 23 2x6 SP M-26; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 72 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.14 BC: From 100 plf at 10.14 to 100 plf at 20.08 BC: From 20 plf at 20.08 to 20 plf at 40.33 Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2523 /-/-/1419 /928 /329 N 2160 /-/-/1112 /791 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.0 N Brg Width = 4.0 Min Req =3.4 Bearings B & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2521 -4844 C - D 2529 -4802 D - E 2481 -4780 E - F 2667 -4798 F - G 1840 -3148 G - H 1727 -2966 Chords Tens.Comp. H - I 2062 -3274 I - J 2004 -3089 J - K 1999 -3083 K - L 1725 -2700 L - M 995 -1576 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AI 4341 -2769 AI-AH 4345 -2772 AH-AG 3500 -2208 Chords Tens.Comp. Z - X 2777 -1777 X - W 1665 -1054 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AH- E 407 -378 AH- F 1402 -660 F -AJ 888 -1040 G -AJ 1180 -749 AJ- H 420 -663 H -AG 442 -109 H -AE 151 -554 AG-AE 3405 -1994 AE- Z 3260 -2060 Webs Tens.Comp. I - Z 848 -1451 J - Z 2201 -1316 K - X 1035 -1527 X - L 1763 -1143 L - W 1244 -1864 W -M 2515 -1589 O - M 1350 -2112 O - N 1350 -2126 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.206 E 999 360 VERT(CL):0.474 E 999 240 HORZ(LL):0.066 S - - HORZ(TL):0.152 S - - Creep Factor: 2.0 Max TC CSI:0.709 Max BC CSI:0.891 Max W eb CSI:0.860 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T89 Ply: 1 Qty:1 SEQN:13285 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T243 DrwNo:079.20.1313.27714 AK /DF 03/19/2020 B1 B2 B3 W9 W13 W15 W17 W18 W19 W20 W23 40'4" 5'1"11 5'1"11 9'11"8 4'9"13 15'3"5 5'3"13 16'3"4 11"15 20'5" 4'1"12 26'3"4 5'10"4 28'4" 2'0"12 30'4"12 2'0"12 35'1"10 4'8"14 40'4" 5'2"6 4'11"15 4'11"15 9'10"2 4'10"3 20'6"12 10'8"10 26'1"8 5'6"12 27'4" 1'2"8 28'4" 1' 29'4" 1' 30'8"4 1'4"4 35'5"10 4'9"6 36'5"9 11"15 38'3"8 1'9"15 39'10"8 1'7" 40'4" 5"8 1'8" 7"12 7'5"26"1'8'3"78'7"13(a)(WB1) 12'A B C D E F G H I J K L M NOPQ R STUVWXYZAAABACAD AE AF AGAHAI AJ512 7X8(E4) 3X4 3X4 H0715 5X5 3X6 5X6 3X8 3X8 H0710 7X10 6X6 1.5X6(++) 5X5 6X10 5X5(SRS) 4X6 4X6 5X8 1.5X6(++)3X3 3X3 5X8 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W11,W18 2x4 SP 2250f-1.9E; W20 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.908' Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2026 /-/-/1398 /716 /292 M 1862 /-/-/1097 /704 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.2 M Brg Width = 4.0 Min Req =3.0 Bearings B & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2762 -3801 C - D 2755 -3749 D - E 2399 -3096 E - F 2462 -2987 F - G 2412 -2878 Chords Tens.Comp. G - H 2513 -2919 H - I 2574 -2865 I - J 2154 -2485 J - K 1860 -2213 K - L 1039 -1282 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AF 3386 -2904 AF-AE 3382 -2905 AE-AD 2761 -2350 AD-AC 2996 -2467 Chords Tens.Comp. Z - W 2177 -1830 W -U 2275 -1933 U - R 1327 -1077 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AE 615 -687 E -AE 471 -269 AC- G 881 -905 AC- Z 3023 -2517 G - Z 406 -550 Z - I 1835 -1533 Webs Tens.Comp. J - U 1124 -1196 U - K 1536 -1358 K - R 1337 -1587 R - L 2124 -1725 N - L 1466 -1814 N - M 1468 -1833 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.192 F 999 360 VERT(CL):0.444 F 999 240 HORZ(LL):0.074 Q - - HORZ(TL):0.172 Q - - Creep Factor: 2.0 Max TC CSI:0.770 Max BC CSI:0.736 Max W eb CSI:0.987 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T90 Ply: 1 Qty:1 SEQN:13206 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T226 DrwNo:079.20.1313.27060 AK /DF 03/19/2020 B1 W11 W18 W20 40'4" 7'3"6 7'3"6 14'3"4 6'11"14 19'5" 5'1"12 24'3"4 4'10"4 26'10"12 2'7"8 28'4" 1'5"4 32'4"12 4'0"12 36'3"8 3'10"12 40'4" 4'0"8 7'1"10 7'1"10 14'3"4 7'1"10 19'1"8 4'10"4 24'1"8 5' 27'4" 3'2"8 29'4" 2' 32'6"8 3'2"8 36'3"8 3'9" 38'5"11 2'2"3 39'10"8 1'4"13 40'4" 5"8 1'8" 7"12 6'7"26"1'8'3"78'7"1312'A B C D E F G H I J K L MNOPQRSTUVWXYZAA AB ACADAEAF 5 12 7X6(E5)1.5X4 5X8 5X5 5X12 5X5 1.5X4 6X103X3 1.5X4 5X8 1.5X6 (++) 5X5 5X8 4X5 6X81.5X4 1.5X6 (++)6X6 5X5 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W11,W18 2x4 SP 2250f-1.9E; W20 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.908' Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2026 /-/-/1398 /716 /292 M 1862 /-/-/1097 /704 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.2 M Brg Width = 4.0 Min Req =3.0 Bearings B & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2762 -3801 C - D 2755 -3749 D - E 2399 -3096 E - F 2462 -2987 F - G 2412 -2878 Chords Tens.Comp. G - H 2513 -2919 H - I 2574 -2865 I - J 2154 -2485 J - K 1860 -2213 K - L 1039 -1282 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AF 3386 -2904 AF-AE 3382 -2905 AE-AD 2761 -2350 AD-AC 2996 -2467 Chords Tens.Comp. Z - W 2177 -1830 W -U 2275 -1933 U - R 1327 -1077 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AE 615 -687 E -AE 471 -269 AC- G 881 -905 AC- Z 3023 -2517 G - Z 406 -550 Z - I 1835 -1533 Webs Tens.Comp. J - U 1124 -1196 U - K 1536 -1358 K - R 1337 -1587 R - L 2124 -1725 N - L 1466 -1814 N - M 1468 -1833 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.192 F 999 360 VERT(CL):0.444 F 999 240 HORZ(LL):0.074 Q - - HORZ(TL):0.172 Q - - Creep Factor: 2.0 Max TC CSI:0.770 Max BC CSI:0.736 Max W eb CSI:0.987 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T90 Ply: 1 Qty:1 SEQN:13206 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T226 DrwNo:079.20.1313.27060 AK /DF 03/19/2020 B1 W11 W18 W20 40'4" 7'3"6 7'3"6 14'3"4 6'11"14 19'5" 5'1"12 24'3"4 4'10"4 26'10"12 2'7"8 28'4" 1'5"4 32'4"12 4'0"12 36'3"8 3'10"12 40'4" 4'0"8 7'1"10 7'1"10 14'3"4 7'1"10 19'1"8 4'10"4 24'1"8 5' 27'4" 3'2"8 29'4" 2' 32'6"8 3'2"8 36'3"8 3'9" 38'5"11 2'2"3 39'10"8 1'4"13 40'4" 5"8 1'8" 7"12 6'7"26"1'8'3"78'7"1312'A B C D E F G H I J K L MNOPQRSTUVWXYZAA AB ACADAEAF 5 12 7X6(E5)1.5X4 5X8 5X5 5X12 5X5 1.5X4 6X103X3 1.5X4 5X8 1.5X6 (++) 5X5 5X8 4X5 6X81.5X4 1.5X6 (++)6X6 5X5 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11,W12,W16 2x4 SP 2250f-1.9E; W19 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.637' Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1250 /-/-/889 /425 /264 AE 2033 /-/-/1274 /770 /- L 646 /-/-/383 /222 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.0 AE Brg Width = 8.0 Min Req =3.2 L Brg Width = 4.0 Min Req =1.5 Bearings B, AE, & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1336 -2049 C - D 1313 -1974 D - E 961 -1384 Chords Tens.Comp. E - F 701 -947 J - K 433 -540 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AI 1765 -1542 AI-AH 1760 -1542 AH-AG 1196 -1008 Chords Tens.Comp. AG-AF 927 -681 Y - W 627 -530 W -U 559 -456 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AH 594 -629 E -AH 433 -262 E -AG 464 -381 AG- F 423 -351 F -AF 775 -991 AF- G 818 -576 G -AE 802 -1106 AE-AD 877 -932 Webs Tens.Comp. AD- H 874 -928 H - Y 685 -544 Y - J 441 -483 J - U 396 -295 U - K 683 -551 M - K 454 -598 M - L 454 -616 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 D 999 360 VERT(CL):0.127 D 999 240 HORZ(LL):0.021 AE - - HORZ(TL):0.050 AE - - Creep Factor: 2.0 Max TC CSI:0.600 Max BC CSI:0.633 Max W eb CSI:0.901 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T91 Ply: 1 Qty:1 SEQN:13231 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T234 DrwNo:079.20.1313.40180 AK /DF 03/19/2020 W11 W12 W16 W19 25'15'4" 6'3"6 6'3"6 12'3"4 5'11"14 17'5" 5'1"12 22'3"4 4'10"4 25'1"12 2'10"8 28'4" 3'2"4 34'4"12 6'0"12 40'4" 5'11"4 6'1"10 6'1"10 12'3"4 6'1"10 17'1"8 4'10"4 21'11"12 4'10"4 24'10"4 2'10"8 25'1"12 3"8 26'10"12 1'9" 27'4" 5"4 28'4" 1' 28'10"14 6"14 34'8"4 5'9"6 36'5"10 1'9"5 38'3"8 1'9"14 39'10"8 1'7" 40'4" 5"8 1'8" 7"12 5'9"21'6"8'3"78'7"1312'A B C D E F G H I J K LMNO P QRSTUVWXY ZAA AB AC ADAEAFAGAHAI 5 12 5X5(E1)1.5X4 5X8 5X5 5X6 4X63X3 1.5X4 3X3 1.5X4 5X5 3X8 1.5X6(++) 5X5 1.5X6(++) 1.5X43X3 1.5X4 3X3 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11,W12,W16 2x4 SP 2250f-1.9E; W19 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.637' Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1250 /-/-/889 /425 /264 AE 2033 /-/-/1274 /770 /- L 646 /-/-/383 /222 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.0 AE Brg Width = 8.0 Min Req =3.2 L Brg Width = 4.0 Min Req =1.5 Bearings B, AE, & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1336 -2049 C - D 1313 -1974 D - E 961 -1384 Chords Tens.Comp. E - F 701 -947 J - K 433 -540 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AI 1765 -1542 AI-AH 1760 -1542 AH-AG 1196 -1008 Chords Tens.Comp. AG-AF 927 -681 Y - W 627 -530 W -U 559 -456 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AH 594 -629 E -AH 433 -262 E -AG 464 -381 AG- F 423 -351 F -AF 775 -991 AF- G 818 -576 G -AE 802 -1106 AE-AD 877 -932 Webs Tens.Comp. AD- H 874 -928 H - Y 685 -544 Y - J 441 -483 J - U 396 -295 U - K 683 -551 M - K 454 -598 M - L 454 -616 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 D 999 360 VERT(CL):0.127 D 999 240 HORZ(LL):0.021 AE - - HORZ(TL):0.050 AE - - Creep Factor: 2.0 Max TC CSI:0.600 Max BC CSI:0.633 Max W eb CSI:0.901 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T91 Ply: 1 Qty:1 SEQN:13231 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T234 DrwNo:079.20.1313.40180 AK /DF 03/19/2020 W11 W12 W16 W19 25'15'4" 6'3"6 6'3"6 12'3"4 5'11"14 17'5" 5'1"12 22'3"4 4'10"4 25'1"12 2'10"8 28'4" 3'2"4 34'4"12 6'0"12 40'4" 5'11"4 6'1"10 6'1"10 12'3"4 6'1"10 17'1"8 4'10"4 21'11"12 4'10"4 24'10"4 2'10"8 25'1"12 3"8 26'10"12 1'9" 27'4" 5"4 28'4" 1' 28'10"14 6"14 34'8"4 5'9"6 36'5"10 1'9"5 38'3"8 1'9"14 39'10"8 1'7" 40'4" 5"8 1'8" 7"12 5'9"21'6"8'3"78'7"1312'A B C D E F G H I J K LMNO P QRSTUVWXY ZAA AB AC ADAEAFAGAHAI 5 12 5X5(E1)1.5X4 5X8 5X5 5X6 4X63X3 1.5X4 3X3 1.5X4 5X5 3X8 1.5X6(++) 5X5 1.5X6(++) 1.5X43X3 1.5X4 3X3 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B3 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W11,W12 2x4 SP 2250f-1.9E; W19 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1238 /-/-/860 /431 /270 AE 2060 /-/-/1306 /767 /- L 638 /-/-/398 /217 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.0 AE Brg Width = 8.0 Min Req =3.3 L Brg Width = 4.0 Min Req =1.5 Bearings B, AE, & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1376 -2004 C - D 1371 -1963 D - E 1105 -1538 Chords Tens.Comp. E - F 917 -1246 F - G 506 -673 J - K 472 -556 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AI 1756 -1547 AI-AH 1752 -1548 AH-AG 1354 -1125 AG-AF 1234 -903 Chords Tens.Comp. AF-AE 631 -486 Y - W 673 -596 W -T 588 -511 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AH 473 -445 F -AF 630 -804 AF- G 663 -440 G -AE 971 -1267 AE-AD 922 -1039 AD- H 917 -1044 Webs Tens.Comp. H - Y 743 -535 Y - J 482 -463 J - T 516 -412 T - K 777 -673 M - K 480 -622 M - L 483 -619 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.056 AH 999 360 VERT(CL):0.129 AH 999 240 HORZ(LL):0.022 AE - - HORZ(TL):0.052 AE - - Creep Factor: 2.0 Max TC CSI:0.717 Max BC CSI:0.491 Max W eb CSI:0.965 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T92 Ply: 1 Qty:1 SEQN:13236 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T245 DrwNo:079.20.1313.37698 AK /DF 03/19/2020 T4 B3W11 W12 W19 25'15'4" 5'3"6 5'3"6 10'3"4 4'11"14 15'5" 5'1"12 20'3"4 4'10"4 25'1"12 4'10"8 28'4" 3'2"4 36'4"12 8'0"12 40'4" 3'11"4 5'1"10 5'1"10 10'3"4 5'1"10 15'1"8 4'10"4 19'11"12 4'10"4 24'10"4 4'10"8 25'1"12 3"8 26'10"12 1'9" 27'4" 5"4 28'4" 1' 28'10"15 6"15 36'8"4 7'9"5 36'9" 0"12 36'10"12 1"12 38'3"8 1'4"12 39'10"8 1'7" 40'4" 5"81'8" 7"12 4'11"21'6"8'3"78'7"13(WB1) 12'A B C D E F G H I J K LMNO P QRS T UVWXY ZAA AB AC ADAEAFAGAHAI 5 12 7X6(E5)1.5X4 5X8 5X6 5X6 4X63X3 1.5X4 3X3 1.5X4 6X6 5X8 1.5X6 (++) 5X6(SRS) 5X6(**) 1.5X4(**) 1.5X4(**) 1.5X4 3X3 1.5X4 3X3 5X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B3 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W11,W12 2x4 SP 2250f-1.9E; W19 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1238 /-/-/860 /431 /270 AE 2060 /-/-/1306 /767 /- L 638 /-/-/398 /217 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.0 AE Brg Width = 8.0 Min Req =3.3 L Brg Width = 4.0 Min Req =1.5 Bearings B, AE, & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1376 -2004 C - D 1371 -1963 D - E 1105 -1538 Chords Tens.Comp. E - F 917 -1246 F - G 506 -673 J - K 472 -556 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AI 1756 -1547 AI-AH 1752 -1548 AH-AG 1354 -1125 AG-AF 1234 -903 Chords Tens.Comp. AF-AE 631 -486 Y - W 673 -596 W -T 588 -511 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AH 473 -445 F -AF 630 -804 AF- G 663 -440 G -AE 971 -1267 AE-AD 922 -1039 AD- H 917 -1044 Webs Tens.Comp. H - Y 743 -535 Y - J 482 -463 J - T 516 -412 T - K 777 -673 M - K 480 -622 M - L 483 -619 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.056 AH 999 360 VERT(CL):0.129 AH 999 240 HORZ(LL):0.022 AE - - HORZ(TL):0.052 AE - - Creep Factor: 2.0 Max TC CSI:0.717 Max BC CSI:0.491 Max W eb CSI:0.965 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T92 Ply: 1 Qty:1 SEQN:13236 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T245 DrwNo:079.20.1313.37698 AK /DF 03/19/2020 T4 B3W11 W12 W19 25'15'4" 5'3"6 5'3"6 10'3"4 4'11"14 15'5" 5'1"12 20'3"4 4'10"4 25'1"12 4'10"8 28'4" 3'2"4 36'4"12 8'0"12 40'4" 3'11"4 5'1"10 5'1"10 10'3"4 5'1"10 15'1"8 4'10"4 19'11"12 4'10"4 24'10"4 4'10"8 25'1"12 3"8 26'10"12 1'9" 27'4" 5"4 28'4" 1' 28'10"15 6"15 36'8"4 7'9"5 36'9" 0"12 36'10"12 1"12 38'3"8 1'4"12 39'10"8 1'7" 40'4" 5"81'8" 7"12 4'11"21'6"8'3"78'7"13(WB1) 12'A B C D E F G H I J K LMNO P QRS T UVWXY ZAA AB AC ADAEAFAGAHAI 5 12 7X6(E5)1.5X4 5X8 5X6 5X6 4X63X3 1.5X4 3X3 1.5X4 6X6 5X8 1.5X6 (++) 5X6(SRS) 5X6(**) 1.5X4(**) 1.5X4(**) 1.5X4 3X3 1.5X4 3X3 5X6 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7,W8 2x4 SP 2250f-1.9E; W21 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1230 /-/-/838 /432 /277 AE 2101 /-/-/1323 /776 /- M 616 /-/-/423 /207 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.0 AE Brg Width = 8.0 Min Req =3.3 M Brg Width = 4.0 Min Req =1.5 Bearings B, AE, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1626 -2096 C - D 1450 -1951 D - E 1197 -1708 E - F 1113 -1601 Chords Tens.Comp. F - G 856 -1164 G - H 432 -201 J - K 924 -1040 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AH 1751 -1570 AH-AG 1527 -1198 AG-AF 1600 -1106 Chords Tens.Comp. AF-AE 1127 -843 Y - W 1004 -877 W -S 1017 -887 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AH 413 -249 F -AF 478 -585 AF- G 529 -298 G -AE 1271 -1611 AE-AD 995 -1144 AD- H 852 -1011 H - Y 622 -382 Y - Z 414 -48 Webs Tens.Comp. Y - J 970 -883 S - K 807 -721 S - O 420 -346 K - O 666 -758 O - L 562 -471 N - L 492 -592 N - M 496 -594 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.062 AG 999 360 VERT(CL):0.147 AG 999 240 HORZ(LL):0.025 AE - - HORZ(TL):0.059 AE - - Creep Factor: 2.0 Max TC CSI:0.873 Max BC CSI:0.785 Max W eb CSI:0.903 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T93 Ply: 1 Qty:1 SEQN:13240 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T212 DrwNo:079.20.1313.35467 AK /DF 03/19/2020 W7 W8 W21 25'15'4" 4'1"10 4'1"10 8'3"4 4'1"10 13'5" 5'1"12 18'3"4 4'10"4 25'1"12 6'10"8 28'4" 3'2"4 36'3"8 7'11"8 38'4"12 2'1"4 40'4" 1'11"4 8'3"4 8'3"4 13'1"8 4'10"4 17'11"12 4'10"4 24'10"4 6'10"8 25'1"12 3"8 26'10"12 1'9" 27'4" 5"4 28'4" 1' 28'10"12 6"12 29'4" 5"4 36'3"8 6'11"8 38'5"9 2'2"1 38'6"8 0"15 39'10"8 1'4" 40'4" 5"8 1'8" 7"12 4'1"21'2'4"6"8'3"78'7"13(WB1) 12'A B C D E F G H I J K L MNOPQR S TUVWXY ZAAAB AC AD AEAFAGAH 5 12 5X5(E1) 3X4 5X8 3X4 5X5 3X4 3X4 5X6 4X65X5 3X4 6X6 5X8 3X4 6X8 5X5 1.5X6(++) 3X8 3X3 3X3 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7,W8 2x4 SP 2250f-1.9E; W21 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1230 /-/-/838 /432 /277 AE 2101 /-/-/1323 /776 /- M 616 /-/-/423 /207 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.0 AE Brg Width = 8.0 Min Req =3.3 M Brg Width = 4.0 Min Req =1.5 Bearings B, AE, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1626 -2096 C - D 1450 -1951 D - E 1197 -1708 E - F 1113 -1601 Chords Tens.Comp. F - G 856 -1164 G - H 432 -201 J - K 924 -1040 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AH 1751 -1570 AH-AG 1527 -1198 AG-AF 1600 -1106 Chords Tens.Comp. AF-AE 1127 -843 Y - W 1004 -877 W -S 1017 -887 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AH 413 -249 F -AF 478 -585 AF- G 529 -298 G -AE 1271 -1611 AE-AD 995 -1144 AD- H 852 -1011 H - Y 622 -382 Y - Z 414 -48 Webs Tens.Comp. Y - J 970 -883 S - K 807 -721 S - O 420 -346 K - O 666 -758 O - L 562 -471 N - L 492 -592 N - M 496 -594 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.062 AG 999 360 VERT(CL):0.147 AG 999 240 HORZ(LL):0.025 AE - - HORZ(TL):0.059 AE - - Creep Factor: 2.0 Max TC CSI:0.873 Max BC CSI:0.785 Max W eb CSI:0.903 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T93 Ply: 1 Qty:1 SEQN:13240 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T212 DrwNo:079.20.1313.35467 AK /DF 03/19/2020 W7 W8 W21 25'15'4" 4'1"10 4'1"10 8'3"4 4'1"10 13'5" 5'1"12 18'3"4 4'10"4 25'1"12 6'10"8 28'4" 3'2"4 36'3"8 7'11"8 38'4"12 2'1"4 40'4" 1'11"4 8'3"4 8'3"4 13'1"8 4'10"4 17'11"12 4'10"4 24'10"4 6'10"8 25'1"12 3"8 26'10"12 1'9" 27'4" 5"4 28'4" 1' 28'10"12 6"12 29'4" 5"4 36'3"8 6'11"8 38'5"9 2'2"1 38'6"8 0"15 39'10"8 1'4" 40'4" 5"8 1'8" 7"12 4'1"21'2'4"6"8'3"78'7"13(WB1) 12'A B C D E F G H I J K L MNOPQR S TUVWXY ZAAAB AC AD AEAFAGAH 5 12 5X5(E1) 3X4 5X8 3X4 5X5 3X4 3X4 5X6 4X65X5 3X4 6X6 5X8 3X4 6X8 5X5 1.5X6(++) 3X8 3X3 3X3 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B1 2x6 SP M-26; Webs: 2x4 SP #2; W19 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 6.27 TC: From 36 plf at 6.27 to 36 plf at 9.94 TC: From 72 plf at 9.94 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.32 BC: From 10 plf at 6.32 to 10 plf at 11.42 BC: From 20 plf at 11.42 to 20 plf at 40.33 TC: 259 lb Conc. Load at 6.32 TC: 200 lb Conc. Load at 7.06 TC: 217 lb Conc. Load at 9.06 BC: 285 lb Conc. Load at 6.32 BC: 117 lb Conc. Load at 7.06 BC: 120 lb Conc. Load at 9.06 BC: 1620 lb Conc. Load at 9.94 Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2768 /-/-/-/1070 /- AD 3463 /-/-/-/1311 /- K 359 /-7 /-/-/108 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.4 AD Brg Width = 8.0 Min Req =3.1 K Brg Width = 4.0 Min Req =1.5 Bearings B, AD, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1044 -2710 C - D 1111 -2880 Chords Tens.Comp. D - E 682 -1794 F - G 538 -208 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AH 2450 -935 AH-AG 2473 -939 Chords Tens.Comp. AG-AF 2880 -1111 AF-AE 1724 -659 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AH 425 -58 C -AG 471 -198 D -AG 508 -133 D -AF 511 -1299 AF- E 714 -233 E -AE 718 -1870 Webs Tens.Comp. AE- F 948 -321 F -AD 393 -1028 AD-AC 297 -741 AC- G 291 -723 G - X 568 -211 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.121 AG 999 360 VERT(CL):0.277 AG 999 240 HORZ(LL):-0.032 G - - HORZ(TL):0.074 G - - Creep Factor: 2.0 Max TC CSI:0.689 Max BC CSI:0.890 Max W eb CSI:0.713 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T94 Ply: 2 Qty:1 SEQN:13254 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T169 DrwNo:079.20.1313.33580 AK /DF 03/19/2020 2 Complete Trusses Required B1 W19 25'15'4" 6'3"4 6'3"4 11'5" 5'1"12 16'3"4 4'10"4 21'9"10 5'6"6 25'1"12 3'4"2 28'4" 3'2"4 33'10"15 5'6"15 40'4" 6'5"1 6'5" 6'5" 11'5" 5' 15'11"12 4'6"12 21'6"2 5'6"6 24'10"4 3'4"2 25'1"12 3"8 26'10"12 1'9" 27'4" 5"4 28'4" 1' 28'10"14 6"14 34'2"7 5'3"9 36'5"7 2'3" 38'3"8 1'10"1 39'10"8 1'7" 40'4" 5"8 1'8" 7"12 3'3"73'3"21'6"8'3"78'7"1312'A B C D E F G H I J KLMN O PQRSTUVWX YZAA AB ACADAEAFAGAH 5 12 4X5(B1) 5X8 2X4 7X10 5X6 4X4 3X5 3X3 1.5X43X3 1.5X4 5X5 3X8 1.5X6(++) 1.5X6(++) 1.5X43X3 1.5X4 3X3 3X5 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B1 2x6 SP M-26; Webs: 2x4 SP #2; W19 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 6.27 TC: From 36 plf at 6.27 to 36 plf at 9.94 TC: From 72 plf at 9.94 to 73 plf at 40.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.32 BC: From 10 plf at 6.32 to 10 plf at 11.42 BC: From 20 plf at 11.42 to 20 plf at 40.33 TC: 259 lb Conc. Load at 6.32 TC: 200 lb Conc. Load at 7.06 TC: 217 lb Conc. Load at 9.06 BC: 285 lb Conc. Load at 6.32 BC: 117 lb Conc. Load at 7.06 BC: 120 lb Conc. Load at 9.06 BC: 1620 lb Conc. Load at 9.94 Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2768 /-/-/-/1070 /- AD 3463 /-/-/-/1311 /- K 359 /-7 /-/-/108 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.4 AD Brg Width = 8.0 Min Req =3.1 K Brg Width = 4.0 Min Req =1.5 Bearings B, AD, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1044 -2710 C - D 1111 -2880 Chords Tens.Comp. D - E 682 -1794 F - G 538 -208 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AH 2450 -935 AH-AG 2473 -939 Chords Tens.Comp. AG-AF 2880 -1111 AF-AE 1724 -659 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AH 425 -58 C -AG 471 -198 D -AG 508 -133 D -AF 511 -1299 AF- E 714 -233 E -AE 718 -1870 Webs Tens.Comp. AE- F 948 -321 F -AD 393 -1028 AD-AC 297 -741 AC- G 291 -723 G - X 568 -211 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.121 AG 999 360 VERT(CL):0.277 AG 999 240 HORZ(LL):-0.032 G - - HORZ(TL):0.074 G - - Creep Factor: 2.0 Max TC CSI:0.689 Max BC CSI:0.890 Max W eb CSI:0.713 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T94 Ply: 2 Qty:1 SEQN:13254 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T169 DrwNo:079.20.1313.33580 AK /DF 03/19/2020 2 Complete Trusses Required B1 W19 25'15'4" 6'3"4 6'3"4 11'5" 5'1"12 16'3"4 4'10"4 21'9"10 5'6"6 25'1"12 3'4"2 28'4" 3'2"4 33'10"15 5'6"15 40'4" 6'5"1 6'5" 6'5" 11'5" 5' 15'11"12 4'6"12 21'6"2 5'6"6 24'10"4 3'4"2 25'1"12 3"8 26'10"12 1'9" 27'4" 5"4 28'4" 1' 28'10"14 6"14 34'2"7 5'3"9 36'5"7 2'3" 38'3"8 1'10"1 39'10"8 1'7" 40'4" 5"8 1'8" 7"12 3'3"73'3"21'6"8'3"78'7"1312'A B C D E F G H I J KLMN O PQRSTUVWX YZAA AB ACADAEAFAGAH 5 12 4X5(B1) 5X8 2X4 7X10 5X6 4X4 3X5 3X3 1.5X43X3 1.5X4 5X5 3X8 1.5X6(++) 1.5X6(++) 1.5X43X3 1.5X4 3X3 3X5 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1403 /-/-/843 /564 /193 G 1403 /-/-/819 /567 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- G Brg Width = 4.0 Min Req =2.2 Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1842 -2350 B - C 1764 -2314 C - D 1317 -1528 Chords Tens.Comp. D - E 1289 -1524 E - F 1050 -1348 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 2507 -2039 J - I 2039 -1526 Chords Tens.Comp. I - H 1221 -894 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 1041 -1368 A - K 2653 -2084 K - B 1005 -1156 B - J 530 -475 J - C 405 -165 Webs Tens.Comp. C - I 784 -895 D - I 641 -468 E - H 529 -598 H - F 1376 -1004 F - G 1123 -1364 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.096 J 999 360 VERT(CL):0.221 J 999 240 HORZ(LL):0.029 G - - HORZ(TL):0.068 G - - Creep Factor: 2.0 Max TC CSI:0.723 Max BC CSI:0.850 Max W eb CSI:0.701 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T95 Ply: 1 Qty:1 SEQN:13244 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T235 DrwNo:079.20.1313.29478 AK /DF 03/19/2020 W11 30'4" 4'3"4 4'3"4 11'5"6 7'2"2 18'4" 6'10"10 25'2"10 6'10"10 30'4" 5'1"6 3'10"4 3'10"4 11'1"14 7'3"10 18'4" 7'2"2 25'6"2 7'2"2 30'4" 4'9"142'5"23'3"78'3"7(WB1) 12' A B C D E F GHIJKL 5 12 4X7 2X6 3X10 5X5 5X5 3X4 5X5 5X8 3X4 4X4 4X7 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1403 /-/-/843 /564 /193 G 1403 /-/-/819 /567 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- G Brg Width = 4.0 Min Req =2.2 Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1842 -2350 B - C 1764 -2314 C - D 1317 -1528 Chords Tens.Comp. D - E 1289 -1524 E - F 1050 -1348 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 2507 -2039 J - I 2039 -1526 Chords Tens.Comp. I - H 1221 -894 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 1041 -1368 A - K 2653 -2084 K - B 1005 -1156 B - J 530 -475 J - C 405 -165 Webs Tens.Comp. C - I 784 -895 D - I 641 -468 E - H 529 -598 H - F 1376 -1004 F - G 1123 -1364 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.096 J 999 360 VERT(CL):0.221 J 999 240 HORZ(LL):0.029 G - - HORZ(TL):0.068 G - - Creep Factor: 2.0 Max TC CSI:0.723 Max BC CSI:0.850 Max W eb CSI:0.701 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T95 Ply: 1 Qty:1 SEQN:13244 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T235 DrwNo:079.20.1313.29478 AK /DF 03/19/2020 W11 30'4" 4'3"4 4'3"4 11'5"6 7'2"2 18'4" 6'10"10 25'2"10 6'10"10 30'4" 5'1"6 3'10"4 3'10"4 11'1"14 7'3"10 18'4" 7'2"2 25'6"2 7'2"2 30'4" 4'9"142'5"23'3"78'3"7(WB1) 12' A B C D E F GHIJKL 5 12 4X7 2X6 3X10 5X5 5X5 3X4 5X5 5X8 3X4 4X4 4X7 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W13 2x6 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1403 /-/-/872 /547 /218 H 1403 /-/-/819 /556 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- H Brg Width = 4.0 Min Req =2.2 Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1574 -2015 B - C 1956 -2613 C - D 1669 -2136 Chords Tens.Comp. D - E 1297 -1494 E - F 1298 -1498 F - G 1130 -1462 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 2301 -1932 L - K 2347 -1805 Chords Tens.Comp. K - J 1888 -1352 J - I 1298 -928 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 1037 -1372 A - M 2401 -1877 M - B 1086 -1300 C - K 536 -537 K - D 456 -306 Webs Tens.Comp. D - J 684 -814 E - J 684 -541 F - I 435 -487 I - G 1369 -974 G - H 1120 -1346 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.091 K 999 360 VERT(CL):0.210 K 999 240 HORZ(LL):0.031 H - - HORZ(TL):0.071 H - - Creep Factor: 2.0 Max TC CSI:0.557 Max BC CSI:0.622 Max W eb CSI:0.912 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T96 Ply: 1 Qty:1 SEQN:13248 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T259 DrwNo:079.20.1313.41099 AK /DF 03/19/2020 W13 30'4" 2'3"4 2'3"4 7'5"6 5'2"2 12'7"8 5'2"2 18'4" 5'8"8 24'0"8 5'8"8 30'4" 6'3"8 1'11"12 1'11"12 7'1"14 5'2"2 12'4" 5'2"2 18'4" 6' 24'4" 6' 30'4" 6'1'7"23'3"78'3"712' A B C D E F G HIJKLMN 5 12 3X8 2X6 4X7 5X5(SRS) 3X4 3X4 5X5 3X4 4X4 3X8 3X4 4X4 4X8 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W13 2x6 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1403 /-/-/872 /547 /218 H 1403 /-/-/819 /556 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- H Brg Width = 4.0 Min Req =2.2 Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1574 -2015 B - C 1956 -2613 C - D 1669 -2136 Chords Tens.Comp. D - E 1297 -1494 E - F 1298 -1498 F - G 1130 -1462 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 2301 -1932 L - K 2347 -1805 Chords Tens.Comp. K - J 1888 -1352 J - I 1298 -928 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 1037 -1372 A - M 2401 -1877 M - B 1086 -1300 C - K 536 -537 K - D 456 -306 Webs Tens.Comp. D - J 684 -814 E - J 684 -541 F - I 435 -487 I - G 1369 -974 G - H 1120 -1346 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.03 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.091 K 999 360 VERT(CL):0.210 K 999 240 HORZ(LL):0.031 H - - HORZ(TL):0.071 H - - Creep Factor: 2.0 Max TC CSI:0.557 Max BC CSI:0.622 Max W eb CSI:0.912 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T96 Ply: 1 Qty:1 SEQN:13248 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T259 DrwNo:079.20.1313.41099 AK /DF 03/19/2020 W13 30'4" 2'3"4 2'3"4 7'5"6 5'2"2 12'7"8 5'2"2 18'4" 5'8"8 24'0"8 5'8"8 30'4" 6'3"8 1'11"12 1'11"12 7'1"14 5'2"2 12'4" 5'2"2 18'4" 6' 24'4" 6' 30'4" 6'1'7"23'3"78'3"712' A B C D E F G HIJKLMN 5 12 3X8 2X6 4X7 5X5(SRS) 3X4 3X4 5X5 3X4 4X4 3X8 3X4 4X4 4X8 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B1 2x6 SP M-26; Webs: 2x4 SP #2; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.50" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 6.33 TC: From 36 plf at 6.33 to 36 plf at 31.83 BC: From 20 plf at 0.00 to 20 plf at 6.33 BC: From 10 plf at 6.33 to 10 plf at 31.83 BC: 1935 lb Conc. Load at 6.33 BC: 775 lb Conc. Load at 8.33,10.33 BC: 782 lb Conc. Load at 12.33 BC: 1067 lb Conc. Load at 14.33 BC: 1068 lb Conc. Load at 16.33,20.33 BC: 1054 lb Conc. Load at 18.33,22.33,24.33 BC: 1060 lb Conc. Load at 26.33,28.33,30.33 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 7041 /-/-/-/2727 /- S 8537 /-/-/-/3298 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =4.3 S Brg Width = 8.0 Min Req =5.2 Bearings A & S Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1953 -5014 B - C 1938 -4987 C - D 1794 -4599 D - E 1571 -4022 E - F 1311 -3345 Chords Tens.Comp. F - G 1166 -2977 G - H 1257 -3206 H - I 1324 -3384 I - J 1215 -3125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 4552 -1765 R - Q 4534 -1760 Q - P 4202 -1637 P - O 3654 -1426 Chords Tens.Comp. O - N 3081 -1205 N - M 3104 -1213 M - L 2895 -1125 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 422 -131 C - Q 142 -384 Q - D 816 -308 D - P 318 -828 P - E 1238 -466 E - O 450 -1165 Webs Tens.Comp. F - O 1534 -590 N - G 1185 -456 I - L 197 -444 L - J 3106 -1205 J - K 990 -2533 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.168 P 999 360 VERT(CL):0.380 P 996 240 HORZ(LL):0.038 K - - HORZ(TL):0.085 K - - Creep Factor: 2.0 Max TC CSI:0.689 Max BC CSI:0.782 Max W eb CSI:0.701 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T97 Ply: 3 Qty:1 SEQN:13648 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T219 DrwNo:079.20.1313.42176 AK /DF 03/19/2020 3 Complete Trusses Required B1 W15 31'10" 6'5"6 6'5"6 10'0"11 3'7"5 13'7"9 3'6"15 16'11" 3'3"7 19'9" 2'10" 23'0"7 3'3"7 26'7"5 3'6"15 31'10" 5'2"11 6'4" 6'4" 9'9"3 3'5"3 13'4"1 3'6"15 16'11" 3'6"15 19'7"4 2'8"4 23'3"15 3'8"11 26'11"5 3'7"7 31'10" 4'10"11 7"12 2'7"157'8"512' A B C D E F G H I J KLMNOPQRS 5 12 3X12(B2) 3X4 2X4 5X5 7X6 3X4 4X4 3X6 4X7 7X8 3X8 4X4 3X6 4X4 3X4 4X8 5X8 3X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B1 2x6 SP M-26; Webs: 2x4 SP #2; W15 2x6 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.50" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 6.33 TC: From 36 plf at 6.33 to 36 plf at 31.83 BC: From 20 plf at 0.00 to 20 plf at 6.33 BC: From 10 plf at 6.33 to 10 plf at 31.83 BC: 1935 lb Conc. Load at 6.33 BC: 775 lb Conc. Load at 8.33,10.33 BC: 782 lb Conc. Load at 12.33 BC: 1067 lb Conc. Load at 14.33 BC: 1068 lb Conc. Load at 16.33,20.33 BC: 1054 lb Conc. Load at 18.33,22.33,24.33 BC: 1060 lb Conc. Load at 26.33,28.33,30.33 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 7041 /-/-/-/2727 /- S 8537 /-/-/-/3298 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =4.3 S Brg Width = 8.0 Min Req =5.2 Bearings A & S Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1953 -5014 B - C 1938 -4987 C - D 1794 -4599 D - E 1571 -4022 E - F 1311 -3345 Chords Tens.Comp. F - G 1166 -2977 G - H 1257 -3206 H - I 1324 -3384 I - J 1215 -3125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 4552 -1765 R - Q 4534 -1760 Q - P 4202 -1637 P - O 3654 -1426 Chords Tens.Comp. O - N 3081 -1205 N - M 3104 -1213 M - L 2895 -1125 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 422 -131 C - Q 142 -384 Q - D 816 -308 D - P 318 -828 P - E 1238 -466 E - O 450 -1165 Webs Tens.Comp. F - O 1534 -590 N - G 1185 -456 I - L 197 -444 L - J 3106 -1205 J - K 990 -2533 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.168 P 999 360 VERT(CL):0.380 P 996 240 HORZ(LL):0.038 K - - HORZ(TL):0.085 K - - Creep Factor: 2.0 Max TC CSI:0.689 Max BC CSI:0.782 Max W eb CSI:0.701 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T97 Ply: 3 Qty:1 SEQN:13648 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T219 DrwNo:079.20.1313.42176 AK /DF 03/19/2020 3 Complete Trusses Required B1 W15 31'10" 6'5"6 6'5"6 10'0"11 3'7"5 13'7"9 3'6"15 16'11" 3'3"7 19'9" 2'10" 23'0"7 3'3"7 26'7"5 3'6"15 31'10" 5'2"11 6'4" 6'4" 9'9"3 3'5"3 13'4"1 3'6"15 16'11" 3'6"15 19'7"4 2'8"4 23'3"15 3'8"11 26'11"5 3'7"7 31'10" 4'10"11 7"12 2'7"157'8"512' A B C D E F G H I J KLMNOPQRS 5 12 3X12(B2) 3X4 2X4 5X5 7X6 3X4 4X4 3X6 4X7 7X8 3X8 4X4 3X6 4X4 3X4 4X8 5X8 3X10 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 2.33 TC: From 36 plf at 2.33 to 36 plf at 6.10 BC: From 20 plf at 0.00 to 20 plf at 2.33 BC: From 10 plf at 2.33 to 10 plf at 6.10 BC: 1397 lb Conc. Load at 2.33, 4.33 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1533 /-/-/-/562 /- D 1651 /-/-/-/611 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =2.4 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 905 -2438 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 2181 -803 Chords Tens.Comp. E - D 2068 -763 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - B 1899 -661 Webs Tens.Comp. B - D 844 -2288 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 E 999 360 VERT(CL):0.047 E 999 240 HORZ(LL):-0.006 C - - HORZ(TL):0.014 C - - Creep Factor: 2.0 Max TC CSI:0.255 Max BC CSI:0.526 Max W eb CSI:0.462 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T98 Ply: 1 Qty:1 SEQN:13146 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T191 DrwNo:079.20.1313.36419 AK /DF 03/19/2020 6'1"4 3'0"10 3'0"10 6'1"4 3'0"10 2'10"14 2'10"14 6'1"4 3'2"6 7"12 3'2"412' A B C DE 5 12 4X4(B1) 3X10 4X7 1.5X4 7X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 2.33 TC: From 36 plf at 2.33 to 36 plf at 6.10 BC: From 20 plf at 0.00 to 20 plf at 2.33 BC: From 10 plf at 2.33 to 10 plf at 6.10 BC: 1397 lb Conc. Load at 2.33, 4.33 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1533 /-/-/-/562 /- D 1651 /-/-/-/611 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =2.4 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 905 -2438 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 2181 -803 Chords Tens.Comp. E - D 2068 -763 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - B 1899 -661 Webs Tens.Comp. B - D 844 -2288 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 E 999 360 VERT(CL):0.047 E 999 240 HORZ(LL):-0.006 C - - HORZ(TL):0.014 C - - Creep Factor: 2.0 Max TC CSI:0.255 Max BC CSI:0.526 Max W eb CSI:0.462 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T98 Ply: 1 Qty:1 SEQN:13146 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T191 DrwNo:079.20.1313.36419 AK /DF 03/19/2020 6'1"4 3'0"10 3'0"10 6'1"4 3'0"10 2'10"14 2'10"14 6'1"4 3'2"6 7"12 3'2"412' A B C DE 5 12 4X4(B1) 3X10 4X7 1.5X4 7X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 2.33 TC: From 36 plf at 2.33 to 36 plf at 6.27 BC: From 20 plf at 0.00 to 20 plf at 2.33 BC: From 10 plf at 2.33 to 10 plf at 6.27 BC: 1403 lb Conc. Load at 2.33, 4.33 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1584 /-/-/-/617 /- D 1620 /-/-/-/639 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =2.5 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 983 -2486 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 2230 -876 Chords Tens.Comp. E - D 2119 -834 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - B 1911 -717 Webs Tens.Comp. B - D 922 -2342 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.024 E 999 360 VERT(CL):0.055 E 999 240 HORZ(LL):-0.008 C - - HORZ(TL):0.019 C - - Creep Factor: 2.0 Max TC CSI:0.468 Max BC CSI:0.532 Max W eb CSI:0.495 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T99 Ply: 1 Qty:1 SEQN:13251 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T252 DrwNo:079.20.1313.31661 AK /DF 03/19/2020 6'3"4 3'1"10 3'1"10 6'3"4 3'1"10 2'11"14 2'11"14 6'3"4 3'3"6 7"12 3'3"212' A B C DE 5 12 4X4(B1) 3X10 4X7 1.5X4 8X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 2.33 TC: From 36 plf at 2.33 to 36 plf at 6.27 BC: From 20 plf at 0.00 to 20 plf at 2.33 BC: From 10 plf at 2.33 to 10 plf at 6.27 BC: 1403 lb Conc. Load at 2.33, 4.33 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1584 /-/-/-/617 /- D 1620 /-/-/-/639 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =2.5 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 983 -2486 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 2230 -876 Chords Tens.Comp. E - D 2119 -834 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - B 1911 -717 Webs Tens.Comp. B - D 922 -2342 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.024 E 999 360 VERT(CL):0.055 E 999 240 HORZ(LL):-0.008 C - - HORZ(TL):0.019 C - - Creep Factor: 2.0 Max TC CSI:0.468 Max BC CSI:0.532 Max W eb CSI:0.495 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T99 Ply: 1 Qty:1 SEQN:13251 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T252 DrwNo:079.20.1313.31661 AK /DF 03/19/2020 6'3"4 3'1"10 3'1"10 6'3"4 3'1"10 2'11"14 2'11"14 6'3"4 3'3"6 7"12 3'3"212' A B C DE 5 12 4X4(B1) 3X10 4X7 1.5X4 8X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 70 plf at 0.00 to 70 plf at 23.63 BC: From 20 plf at 0.00 to 20 plf at 23.63 BC: 190 lb Conc. Load at 1.77 Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.15" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1239 /-/-/-/475 /- H 1077 /-/-/-/404 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- H Brg Width = 3.5 Min Req =1.7 Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 373 -981 B - C 980 -2620 C - D 1182 -3160 Chords Tens.Comp. D - E 1182 -3160 E - F 949 -2547 F - G 315 -852 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1116 -433 L - K 2698 -1022 Chords Tens.Comp. K - J 2630 -992 J - I 990 -377 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 476 -1245 A - M 1575 -599 M - B 424 -956 B - L 1639 -597 L - C 295 -558 C - K 500 -174 Webs Tens.Comp. K - E 574 -206 E - J 307 -586 J - F 1697 -624 F - I 436 -981 I - G 1367 -506 G - H 403 -1081 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.149 D 999 360 VERT(CL):0.336 D 844 240 HORZ(LL):0.031 A - - HORZ(TL):0.070 A - - Creep Factor: 2.0 Max TC CSI:0.403 Max BC CSI:0.584 Max W eb CSI:0.383 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T100 Ply: 1 Qty:1 SEQN:13571 /FLAT FROM: GLM Cust: R 761 JRef:1WTP7610004 T229 DrwNo:079.20.1313.41536 AK /DF 03/19/2020 23'7"8 1'11" 1'11" 6'11"4 5'0"4 11'9"12 4'10"8 16'8"4 4'10"8 21'8"8 5'0"4 23'7"8 1'11" 1'7"8 1'7"8 6'7"12 5'0"4 11'9"12 5'2" 16'11"12 5'2" 22' 5'0"4 23'7"8 1'7"82'5"212' A B C D E F G HIJKLMN 4X5 3X8 4X5 4X5 4X5 3X4 5X5 3X8 3X4 7X6 4X5 4X4 4X4 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 70 plf at 0.00 to 70 plf at 23.63 BC: From 20 plf at 0.00 to 20 plf at 23.63 BC: 190 lb Conc. Load at 1.77 Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.15" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1239 /-/-/-/475 /- H 1077 /-/-/-/404 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- H Brg Width = 3.5 Min Req =1.7 Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 373 -981 B - C 980 -2620 C - D 1182 -3160 Chords Tens.Comp. D - E 1182 -3160 E - F 949 -2547 F - G 315 -852 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1116 -433 L - K 2698 -1022 Chords Tens.Comp. K - J 2630 -992 J - I 990 -377 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 476 -1245 A - M 1575 -599 M - B 424 -956 B - L 1639 -597 L - C 295 -558 C - K 500 -174 Webs Tens.Comp. K - E 574 -206 E - J 307 -586 J - F 1697 -624 F - I 436 -981 I - G 1367 -506 G - H 403 -1081 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.149 D 999 360 VERT(CL):0.336 D 844 240 HORZ(LL):0.031 A - - HORZ(TL):0.070 A - - Creep Factor: 2.0 Max TC CSI:0.403 Max BC CSI:0.584 Max W eb CSI:0.383 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T100 Ply: 1 Qty:1 SEQN:13571 /FLAT FROM: GLM Cust: R 761 JRef:1WTP7610004 T229 DrwNo:079.20.1313.41536 AK /DF 03/19/2020 23'7"8 1'11" 1'11" 6'11"4 5'0"4 11'9"12 4'10"8 16'8"4 4'10"8 21'8"8 5'0"4 23'7"8 1'11" 1'7"8 1'7"8 6'7"12 5'0"4 11'9"12 5'2" 16'11"12 5'2" 22' 5'0"4 23'7"8 1'7"82'5"212' A B C D E F G HIJKLMN 4X5 3X8 4X5 4X5 4X5 3X4 5X5 3X8 3X4 7X6 4X5 4X4 4X4 3X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.713' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1060 /-/-/677 /371 /112 G 1060 /-/-/605 /392 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- G Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1530 -2141 B - C 1273 -1929 C - D 1364 -2088 Chords Tens.Comp. D - E 1002 -1597 E - F 1002 -1597 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 1728 -1295 J - I 1732 -1296 Chords Tens.Comp. I - H 2097 -1368 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 405 -218 D - H 419 -573 E - H 322 -435 Webs Tens.Comp. H - F 1789 -1124 F - G 650 -1011 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.081 D 999 360 VERT(CL):0.187 D 999 240 HORZ(LL):0.031 B - - HORZ(TL):0.072 B - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.645 Max W eb CSI:0.727 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T101 Ply: 1 Qty:1 SEQN:13578 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T218 DrwNo:079.20.1313.40944 AK /DF 03/19/2020 22'11" 6'3"4 6'3"4 12'0"3 5'8"15 17'3"13 5'3"11 22'11" 5'7"3 6'5" 6'5" 11'8"11 5'3"11 17'3"13 5'7"3 22'11" 5'7"3 7"12 3'3"212' A B C D E F GHIJ 5 12 5X5(E1) 3X4 4X8 1.5X4 5X5 3X4 1.5X4 3X12 4X5 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.713' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1060 /-/-/677 /371 /112 G 1060 /-/-/605 /392 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- G Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1530 -2141 B - C 1273 -1929 C - D 1364 -2088 Chords Tens.Comp. D - E 1002 -1597 E - F 1002 -1597 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 1728 -1295 J - I 1732 -1296 Chords Tens.Comp. I - H 2097 -1368 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 405 -218 D - H 419 -573 E - H 322 -435 Webs Tens.Comp. H - F 1789 -1124 F - G 650 -1011 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.081 D 999 360 VERT(CL):0.187 D 999 240 HORZ(LL):0.031 B - - HORZ(TL):0.072 B - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.645 Max W eb CSI:0.727 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T101 Ply: 1 Qty:1 SEQN:13578 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T218 DrwNo:079.20.1313.40944 AK /DF 03/19/2020 22'11" 6'3"4 6'3"4 12'0"3 5'8"15 17'3"13 5'3"11 22'11" 5'7"3 6'5" 6'5" 11'8"11 5'3"11 17'3"13 5'7"3 22'11" 5'7"3 7"12 3'3"212' A B C D E F GHIJ 5 12 5X5(E1) 3X4 4X8 1.5X4 5X5 3X4 1.5X4 3X12 4X5 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1060 /-/-/699 /365 /149 H 1060 /-/-/615 /395 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- H Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1659 -2178 B - C 1387 -1987 C - D 1162 -1722 Chords Tens.Comp. D - E 1057 -1568 E - F 738 -1133 F - G 749 -1150 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 1796 -1496 Chords Tens.Comp. O - N 1540 -1162 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 394 -283 N - L 1584 -1073 E - L 351 -481 Webs Tens.Comp. L - G 1502 -980 I - G 672 -1027 I - H 673 -1042 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.057 O 999 360 VERT(CL):0.132 O 999 240 HORZ(LL):0.028 K - - HORZ(TL):0.066 K - - Creep Factor: 2.0 Max TC CSI:0.486 Max BC CSI:0.787 Max W eb CSI:0.666 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T102 Ply: 1 Qty:1 SEQN:13582 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T209 DrwNo:079.20.1313.29524 AK /DF 03/19/2020 22'11" 4'1"10 4'1"10 8'3"4 4'1"10 14'5"6 6'2"2 20'2"4 5'8"14 22'11" 2'8"12 8'3"4 8'3"4 14'3"10 6'0"6 20'4" 6'0"6 21'9"12 1'5"12 22'7"8 9"12 22'11" 3"8 7"12 4'1"21'4"12' A B C D E F G H IJ KLMNO 5 12 5X5(E1) 3X4 1.5X4 4X7 5X5 5X8 3X4 1.5X4 6X81.5X4 1.5X4 1.5X4 3X3 4X5 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1060 /-/-/699 /365 /149 H 1060 /-/-/615 /395 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- H Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1659 -2178 B - C 1387 -1987 C - D 1162 -1722 Chords Tens.Comp. D - E 1057 -1568 E - F 738 -1133 F - G 749 -1150 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 1796 -1496 Chords Tens.Comp. O - N 1540 -1162 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 394 -283 N - L 1584 -1073 E - L 351 -481 Webs Tens.Comp. L - G 1502 -980 I - G 672 -1027 I - H 673 -1042 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.057 O 999 360 VERT(CL):0.132 O 999 240 HORZ(LL):0.028 K - - HORZ(TL):0.066 K - - Creep Factor: 2.0 Max TC CSI:0.486 Max BC CSI:0.787 Max W eb CSI:0.666 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T102 Ply: 1 Qty:1 SEQN:13582 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T209 DrwNo:079.20.1313.29524 AK /DF 03/19/2020 22'11" 4'1"10 4'1"10 8'3"4 4'1"10 14'5"6 6'2"2 20'2"4 5'8"14 22'11" 2'8"12 8'3"4 8'3"4 14'3"10 6'0"6 20'4" 6'0"6 21'9"12 1'5"12 22'7"8 9"12 22'11" 3"8 7"12 4'1"21'4"12' A B C D E F G H IJ KLMNO 5 12 5X5(E1) 3X4 1.5X4 4X7 5X5 5X8 3X4 1.5X4 6X81.5X4 1.5X4 1.5X4 3X3 4X5 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1060 /-/-/717 /357 /185 G 1060 /-/-/630 /402 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.7 G Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1503 -2021 B - C 1282 -1974 C - D 1032 -1524 Chords Tens.Comp. D - E 780 -1131 E - F 780 -1131 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 1774 -1447 J - I 1770 -1448 Chords Tens.Comp. I - H 1341 -1051 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 479 -480 D - I 386 -213 E - H 385 -532 Webs Tens.Comp. H - F 1402 -967 F - G 703 -1009 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.053 I 999 360 VERT(CL):0.122 I 999 240 HORZ(LL):0.017 H - - HORZ(TL):0.040 H - - Creep Factor: 2.0 Max TC CSI:0.625 Max BC CSI:0.649 Max W eb CSI:0.979 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T103 Ply: 1 Qty:1 SEQN:13589 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T216 DrwNo:079.20.1313.40834 AK /DF 03/19/2020 22'11" 5'3"6 5'3"6 10'3"4 4'11"14 16'7"2 6'3"14 22'11" 6'3"14 5'1"10 5'1"10 10'3"4 5'1"10 16'7"2 6'3"14 22'11" 6'3"14 7"12 4'11"212' A B C D E F GHIJ 5 12 5X5(E1) 3X4 1.5X4 3X4 4X7 5X5 1.5X4 3X10 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1060 /-/-/717 /357 /185 G 1060 /-/-/630 /402 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.7 G Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1503 -2021 B - C 1282 -1974 C - D 1032 -1524 Chords Tens.Comp. D - E 780 -1131 E - F 780 -1131 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 1774 -1447 J - I 1770 -1448 Chords Tens.Comp. I - H 1341 -1051 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 479 -480 D - I 386 -213 E - H 385 -532 Webs Tens.Comp. H - F 1402 -967 F - G 703 -1009 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.053 I 999 360 VERT(CL):0.122 I 999 240 HORZ(LL):0.017 H - - HORZ(TL):0.040 H - - Creep Factor: 2.0 Max TC CSI:0.625 Max BC CSI:0.649 Max W eb CSI:0.979 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T103 Ply: 1 Qty:1 SEQN:13589 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T216 DrwNo:079.20.1313.40834 AK /DF 03/19/2020 22'11" 5'3"6 5'3"6 10'3"4 4'11"14 16'7"2 6'3"14 22'11" 6'3"14 5'1"10 5'1"10 10'3"4 5'1"10 16'7"2 6'3"14 22'11" 6'3"14 7"12 4'11"212' A B C D E F GHIJ 5 12 5X5(E1) 3X4 1.5X4 3X4 4X7 5X5 1.5X4 3X10 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W9 2x4 SP 2250f-1.9E; Lt Slider: 2x4 SP #2; block length = 1.500' Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1224 /-/-/846 /403 /257 I 1054 /-/-/643 /409 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 I Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1998 -2750 C - D 1909 -2685 D - E 1392 -2056 Chords Tens.Comp. E - F 985 -1404 F - G 786 -1057 G - H 784 -1055 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2374 -2066 O - N 2237 -1953 Chords Tens.Comp. N - M 1845 -1544 M - J 1227 -997 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - D 455 -347 D - N 411 -385 E - M 649 -734 F - M 464 -306 Webs Tens.Comp. G - J 337 -470 J - H 1325 -984 H - I 733 -990 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.101 N 999 360 VERT(CL):0.233 N 999 240 HORZ(LL):0.046 I - - HORZ(TL):0.107 I - - Creep Factor: 2.0 Max TC CSI:0.685 Max BC CSI:0.803 Max W eb CSI:0.553 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T104 Ply: 1 Qty:1 SEQN:13593 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T126 DrwNo:079.20.1313.30522 AK /DF 03/19/2020 W9 22'11" 2'11"8 2'11"8 7'7"6 4'7"14 12'3"4 4'7"14 16'7"4 4'4" 22'11" 6'3"12 8" 8" 2'8" 2' 7'3"14 4'7"14 12'3"4 4'11"6 16'5"8 4'2"4 22'11" 6'5"81'8" 7"12 5'9"26"6'1"812'A B C D E F G H IJK LMNO 5 12 3 12 3X4(E3)4X6(E3) 3X4 5X5 3X4 3X4 3X4 4X7 3X4 1.5X4 6X81.5X6(**) 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W9 2x4 SP 2250f-1.9E; Lt Slider: 2x4 SP #2; block length = 1.500' Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1224 /-/-/846 /403 /257 I 1054 /-/-/643 /409 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 I Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1998 -2750 C - D 1909 -2685 D - E 1392 -2056 Chords Tens.Comp. E - F 985 -1404 F - G 786 -1057 G - H 784 -1055 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2374 -2066 O - N 2237 -1953 Chords Tens.Comp. N - M 1845 -1544 M - J 1227 -997 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - D 455 -347 D - N 411 -385 E - M 649 -734 F - M 464 -306 Webs Tens.Comp. G - J 337 -470 J - H 1325 -984 H - I 733 -990 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.101 N 999 360 VERT(CL):0.233 N 999 240 HORZ(LL):0.046 I - - HORZ(TL):0.107 I - - Creep Factor: 2.0 Max TC CSI:0.685 Max BC CSI:0.803 Max W eb CSI:0.553 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T104 Ply: 1 Qty:1 SEQN:13593 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T126 DrwNo:079.20.1313.30522 AK /DF 03/19/2020 W9 22'11" 2'11"8 2'11"8 7'7"6 4'7"14 12'3"4 4'7"14 16'7"4 4'4" 22'11" 6'3"12 8" 8" 2'8" 2' 7'3"14 4'7"14 12'3"4 4'11"6 16'5"8 4'2"4 22'11" 6'5"81'8" 7"12 5'9"26"6'1"812'A B C D E F G H IJK LMNO 5 12 3 12 3X4(E3)4X6(E3) 3X4 5X5 3X4 3X4 3X4 4X7 3X4 1.5X4 6X81.5X6(**) 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W13 2x4 SP 2700f-2.2E; Lt Slider: 2x4 SP #2; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1224 /-/-/832 /399 /338 J 1068 /-/-/703 /421 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 J Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2003 -2616 C - D 1911 -2552 D - E 2957 -3646 E - F 1581 -2269 Chords Tens.Comp. F - G 1287 -2061 G - H 1457 -2294 H - I 1173 -1625 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 2238 -2232 U - S 3471 -3314 S - R 2061 -1842 Chords Tens.Comp. R - O 1466 -1190 O - K 1437 -1166 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W -D 486 -476 W -U 2237 -2247 D - U 1149 -1003 U - E 665 -651 E - S 1531 -1466 F - S 476 -341 Webs Tens.Comp. R - G 731 -1085 R - H 1238 -799 H - K 1014 -1179 K - I 1936 -1568 I - J 876 -989 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.69 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.156 T 999 360 VERT(CL):0.363 T 758 240 HORZ(LL):0.081 J - - HORZ(TL):0.190 J - - Creep Factor: 2.0 Max TC CSI:0.775 Max BC CSI:0.858 Max W eb CSI:0.961 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T106 Ply: 1 Qty:1 SEQN:13610 /SPEC FROM: GLM Cust: R 761 JRef:1WTP7610004 T228 DrwNo:079.20.1313.41460 AK /DF 03/19/2020 W13 22'11" 2'11"8 2'11"8 4'4"8 1'5" 8'3"4 3'10"12 14'3"4 6' 16'5"8 2'2"4 22'3"14 5'10"6 22'11" 7"2 8" 8" 2'8" 2' 4'8" 2' 8'3"4 3'7"4 14'1"8 5'10"4 14'7"3 5"11 16'5"8 1'10"5 22'11" 6'5"81'8" 7"12 7'8"54'1"26"1'7'5"27'9"812'A B C D E F G H I J K L M NOP QRS TUVW 5 12 3 12 3X4(E3)4X6(E3) 5X14 H05101.5X4 4X8 4X4 4X8 5X5 1.5X6(++) 3X6 7X83X31.5X6 H0310(I) 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W13 2x4 SP 2700f-2.2E; Lt Slider: 2x4 SP #2; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1224 /-/-/832 /399 /338 J 1068 /-/-/703 /421 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 J Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2003 -2616 C - D 1911 -2552 D - E 2957 -3646 E - F 1581 -2269 Chords Tens.Comp. F - G 1287 -2061 G - H 1457 -2294 H - I 1173 -1625 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 2238 -2232 U - S 3471 -3314 S - R 2061 -1842 Chords Tens.Comp. R - O 1466 -1190 O - K 1437 -1166 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W -D 486 -476 W -U 2237 -2247 D - U 1149 -1003 U - E 665 -651 E - S 1531 -1466 F - S 476 -341 Webs Tens.Comp. R - G 731 -1085 R - H 1238 -799 H - K 1014 -1179 K - I 1936 -1568 I - J 876 -989 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.69 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.156 T 999 360 VERT(CL):0.363 T 758 240 HORZ(LL):0.081 J - - HORZ(TL):0.190 J - - Creep Factor: 2.0 Max TC CSI:0.775 Max BC CSI:0.858 Max W eb CSI:0.961 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T106 Ply: 1 Qty:1 SEQN:13610 /SPEC FROM: GLM Cust: R 761 JRef:1WTP7610004 T228 DrwNo:079.20.1313.41460 AK /DF 03/19/2020 W13 22'11" 2'11"8 2'11"8 4'4"8 1'5" 8'3"4 3'10"12 14'3"4 6' 16'5"8 2'2"4 22'3"14 5'10"6 22'11" 7"2 8" 8" 2'8" 2' 4'8" 2' 8'3"4 3'7"4 14'1"8 5'10"4 14'7"3 5"11 16'5"8 1'10"5 22'11" 6'5"81'8" 7"12 7'8"54'1"26"1'7'5"27'9"812'A B C D E F G H I J K L M NOP QRS TUVW 5 12 3 12 3X4(E3)4X6(E3) 5X14 H05101.5X4 4X8 4X4 4X8 5X5 1.5X6(++) 3X6 7X83X31.5X6 H0310(I) 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B3 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W12 2x4 SP 2700f-2.2E; Lt Slider: 2x4 SP #2; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1224 /-/-/823 /399 /352 J 1054 /-/-/735 /448 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 J Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2028 -2618 C - D 1935 -2553 D - E 3011 -3716 E - F 3197 -3852 Chords Tens.Comp. F - G 1967 -3081 G - H 916 -1541 H - I 1128 -1586 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2239 -2273 T - R 2576 -2342 Chords Tens.Comp. R - O 3105 -2352 O - K 3023 -2292 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V - D 562 -551 V - T 2319 -2347 D - T 1184 -986 T - F 1334 -1399 F - R 569 -139 Webs Tens.Comp. G - K 1342 -1873 H - K 512 -459 K - I 1926 -1555 I - J 900 -976 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.82 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.176 R 999 360 VERT(CL):0.408 R 674 240 HORZ(LL):0.083 J - - HORZ(TL):0.192 J - - Creep Factor: 2.0 Max TC CSI:0.829 Max BC CSI:0.761 Max W eb CSI:0.966 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T107 Ply: 1 Qty:1 SEQN:13613 /HIPS FROM: GLM Cust: R 761 JRef:1WTP7610004 T210 DrwNo:079.20.1313.37090 AK /DF 03/19/2020 B3 W12 22'11" 2'11"8 2'11"8 4'2"12 1'3"4 6'3"4 2'0"8 12'3"4 6' 16'7"4 4'4" 22'11" 6'3"12 8" 8" 2'8" 2' 4'8" 2' 11'11"12 7'3"12 14'7"3 2'7"7 16'5"8 1'10"5 22'11" 6'5"81'8" 7"12 7'8"53'3"26"1'8'0"1112'A B C D E F G H I J K LM NOP QR STUV 5 12 3 12 3X4(E3)4X6(E3) 5X14 1.5X4 6X81.5X4 5X5 5X5 1.5X6(++) 1.5X4 6X83X31.5X6 4X6 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B3 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W12 2x4 SP 2700f-2.2E; Lt Slider: 2x4 SP #2; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1224 /-/-/823 /399 /352 J 1054 /-/-/735 /448 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 J Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2028 -2618 C - D 1935 -2553 D - E 3011 -3716 E - F 3197 -3852 Chords Tens.Comp. F - G 1967 -3081 G - H 916 -1541 H - I 1128 -1586 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2239 -2273 T - R 2576 -2342 Chords Tens.Comp. R - O 3105 -2352 O - K 3023 -2292 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V - D 562 -551 V - T 2319 -2347 D - T 1184 -986 T - F 1334 -1399 F - R 569 -139 Webs Tens.Comp. G - K 1342 -1873 H - K 512 -459 K - I 1926 -1555 I - J 900 -976 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.82 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.176 R 999 360 VERT(CL):0.408 R 674 240 HORZ(LL):0.083 J - - HORZ(TL):0.192 J - - Creep Factor: 2.0 Max TC CSI:0.829 Max BC CSI:0.761 Max W eb CSI:0.966 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T107 Ply: 1 Qty:1 SEQN:13613 /HIPS FROM: GLM Cust: R 761 JRef:1WTP7610004 T210 DrwNo:079.20.1313.37090 AK /DF 03/19/2020 B3 W12 22'11" 2'11"8 2'11"8 4'2"12 1'3"4 6'3"4 2'0"8 12'3"4 6' 16'7"4 4'4" 22'11" 6'3"12 8" 8" 2'8" 2' 4'8" 2' 11'11"12 7'3"12 14'7"3 2'7"7 16'5"8 1'10"5 22'11" 6'5"81'8" 7"12 7'8"53'3"26"1'8'0"1112'A B C D E F G H I J K LM NOP QR STUV 5 12 3 12 3X4(E3)4X6(E3) 5X14 1.5X4 6X81.5X4 5X5 5X5 1.5X6(++) 1.5X4 6X83X31.5X6 4X6 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W6,W9 2x4 SP 2700f-2.2E; Lt Slider: 2x4 SP #2; block length = 1.500' Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1224 /-/-/815 /399 /338 I 1068 /-/-/720 /421 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 I Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2021 -2588 C - D 1923 -2523 D - E 1687 -2437 Chords Tens.Comp. E - F 2357 -3673 F - G 794 -1441 G - H 1016 -1453 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2210 -2239 O - N 2111 -2126 Chords Tens.Comp. N - M 2336 -2054 M - J 3741 -2815 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - M 1390 -824 F - J 1864 -2545 G - J 571 -518 Webs Tens.Comp. J - H 1791 -1418 H - I 857 -994 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.69 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.197 F 999 360 VERT(CL):0.459 F 598 240 HORZ(LL):-0.059 H - - HORZ(TL):0.138 H - - Creep Factor: 2.0 Max TC CSI:0.798 Max BC CSI:0.799 Max W eb CSI:0.945 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T108 Ply: 1 Qty:1 SEQN:13616 /SPEC FROM: GLM Cust: R 761 JRef:1WTP7610004 T208 DrwNo:079.20.1313.30569 AK /DF 03/19/2020 B2 W6 W9 22'11" 2'11"8 2'11"8 4'3"4 1'3"12 10'3"4 6' 16'7"4 6'4" 22'3"14 5'8"10 22'11" 7"2 8" 8" 2'8" 2' 4'3"4 1'7"4 9'11"12 5'8"8 16'5"8 6'5"12 22'11" 6'5"81'8" 7"12 7'8"52'5"26"7'5"27'9"812'A B C D E F G H IJK LMNO 5 12 3 12 3X4(E3)4X6(E3) 3X4 5X5 3X4 4X8 3X4 4X4 5X5 1.5X4 6X101.5X6(**) H0310(I) 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W6,W9 2x4 SP 2700f-2.2E; Lt Slider: 2x4 SP #2; block length = 1.500' Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1224 /-/-/815 /399 /338 I 1068 /-/-/720 /421 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 I Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2021 -2588 C - D 1923 -2523 D - E 1687 -2437 Chords Tens.Comp. E - F 2357 -3673 F - G 794 -1441 G - H 1016 -1453 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2210 -2239 O - N 2111 -2126 Chords Tens.Comp. N - M 2336 -2054 M - J 3741 -2815 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - M 1390 -824 F - J 1864 -2545 G - J 571 -518 Webs Tens.Comp. J - H 1791 -1418 H - I 857 -994 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.69 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.197 F 999 360 VERT(CL):0.459 F 598 240 HORZ(LL):-0.059 H - - HORZ(TL):0.138 H - - Creep Factor: 2.0 Max TC CSI:0.798 Max BC CSI:0.799 Max W eb CSI:0.945 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T108 Ply: 1 Qty:1 SEQN:13616 /SPEC FROM: GLM Cust: R 761 JRef:1WTP7610004 T208 DrwNo:079.20.1313.30569 AK /DF 03/19/2020 B2 W6 W9 22'11" 2'11"8 2'11"8 4'3"4 1'3"12 10'3"4 6' 16'7"4 6'4" 22'3"14 5'8"10 22'11" 7"2 8" 8" 2'8" 2' 4'3"4 1'7"4 9'11"12 5'8"8 16'5"8 6'5"12 22'11" 6'5"81'8" 7"12 7'8"52'5"26"7'5"27'9"812'A B C D E F G H IJK LMNO 5 12 3 12 3X4(E3)4X6(E3) 3X4 5X5 3X4 4X8 3X4 4X4 5X5 1.5X4 6X101.5X6(**) H0310(I) 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x6 SP M-26; B2 2x6 SP #2; Webs: 2x4 SP #2; W4 2x4 SP 2700f-2.2E; W6 2x4 SP 2250f-1.9E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 2.27 TC: From 36 plf at 2.27 to 36 plf at 5.94 TC: From 73 plf at 5.94 to 73 plf at 22.92 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.30 BC: From 10 plf at 2.30 to 10 plf at 5.94 BC: From 20 plf at 5.94 to 20 plf at 22.92 TC: 16 lb Conc. Load at 2.30 TC: 27 lb Conc. Load at 4.33 TC: 80 lb Conc. Load at 5.94 BC: 49 lb Conc. Load at 2.30 BC: 41 lb Conc. Load at 4.33 BC: 43 lb Conc. Load at 5.94 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1297 /-/-/-/513 /- H 1067 /-/-/-/396 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.1 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 791 -2070 C - D 1617 -4355 Chords Tens.Comp. D - E 727 -1903 E - F 217 -537 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1853 -707 L - K 1862 -698 K - J 4489 -1693 Chords Tens.Comp. J - I 1637 -616 I - H 402 -143 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 2549 -940 K - D 322 -572 D - J 1087 -2860 J - E 808 -194 Webs Tens.Comp. E - I 559 -1462 F - I 849 -235 F - H 365 -1025 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.194 D 999 360 VERT(CL):0.446 D 612 240 HORZ(LL):-0.069 G - - HORZ(TL):0.158 G - - Creep Factor: 2.0 Max TC CSI:0.681 Max BC CSI:0.424 Max W eb CSI:0.908 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T109 Ply: 1 Qty:1 SEQN:13623 /SPEC FROM: GLM Cust: R 761 JRef:1WTP7610004 T251 DrwNo:079.20.1313.36434 AK /DF 03/19/2020 T2 B2 W4 W6 22'11" 2'3"4 2'3"4 8'3"4 6' 14'5" 6'1"12 20'3"4 5'10"4 22'11" 2'7"12 2'5" 2'5" 7'11"12 5'6"12 14'1"8 6'1"12 20'3"4 6'1"12 22'11" 2'7"121'8" 7"12 6'7"21'7"26'11"812'A B C D E F G HIJKL 5 12 3X5(B1) 6X8 1.5X4 5X6 6X6 8X8 3X4 4X7 3X5 1.5X4 7X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x6 SP M-26; B2 2x6 SP #2; Webs: 2x4 SP #2; W4 2x4 SP 2700f-2.2E; W6 2x4 SP 2250f-1.9E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 2.27 TC: From 36 plf at 2.27 to 36 plf at 5.94 TC: From 73 plf at 5.94 to 73 plf at 22.92 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.30 BC: From 10 plf at 2.30 to 10 plf at 5.94 BC: From 20 plf at 5.94 to 20 plf at 22.92 TC: 16 lb Conc. Load at 2.30 TC: 27 lb Conc. Load at 4.33 TC: 80 lb Conc. Load at 5.94 BC: 49 lb Conc. Load at 2.30 BC: 41 lb Conc. Load at 4.33 BC: 43 lb Conc. Load at 5.94 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1297 /-/-/-/513 /- H 1067 /-/-/-/396 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.1 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 791 -2070 C - D 1617 -4355 Chords Tens.Comp. D - E 727 -1903 E - F 217 -537 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1853 -707 L - K 1862 -698 K - J 4489 -1693 Chords Tens.Comp. J - I 1637 -616 I - H 402 -143 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 2549 -940 K - D 322 -572 D - J 1087 -2860 J - E 808 -194 Webs Tens.Comp. E - I 559 -1462 F - I 849 -235 F - H 365 -1025 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.194 D 999 360 VERT(CL):0.446 D 612 240 HORZ(LL):-0.069 G - - HORZ(TL):0.158 G - - Creep Factor: 2.0 Max TC CSI:0.681 Max BC CSI:0.424 Max W eb CSI:0.908 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T109 Ply: 1 Qty:1 SEQN:13623 /SPEC FROM: GLM Cust: R 761 JRef:1WTP7610004 T251 DrwNo:079.20.1313.36434 AK /DF 03/19/2020 T2 B2 W4 W6 22'11" 2'3"4 2'3"4 8'3"4 6' 14'5" 6'1"12 20'3"4 5'10"4 22'11" 2'7"12 2'5" 2'5" 7'11"12 5'6"12 14'1"8 6'1"12 20'3"4 6'1"12 22'11" 2'7"121'8" 7"12 6'7"21'7"26'11"812'A B C D E F G HIJKL 5 12 3X5(B1) 6X8 1.5X4 5X6 6X6 8X8 3X4 4X7 3X5 1.5X4 7X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.637' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 782 /-/-/558 /242 /223 F 782 /-/-/512 /321 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1081 -1619 B - C 771 -1322 Chords Tens.Comp. C - D 364 -637 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 1180 -1032 H - G 1175 -1032 Chords Tens.Comp. G - F 492 -433 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 678 -759 D - G 483 -291 Webs Tens.Comp. D - F 668 -760 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.050 B 999 360 VERT(CL):0.115 B 999 240 HORZ(LL):0.022 B - - HORZ(TL):0.051 B - - Creep Factor: 2.0 Max TC CSI:0.793 Max BC CSI:0.555 Max W eb CSI:0.630 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T110 Ply: 1 Qty:1 SEQN:13628 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T213 DrwNo:079.20.1313.38400 AK /DF 03/19/2020 16'11" 6'3"6 6'3"6 12'3"4 5'11"14 16'11" 4'7"12 6'1"10 6'1"10 12'3"4 6'1"10 16'11" 4'7"12 7"12 5'9"212' A B C D E FGH 5 12 4X6(E5) 3X4 1.5X4 3X4 4X7 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.637' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 782 /-/-/558 /242 /223 F 782 /-/-/512 /321 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1081 -1619 B - C 771 -1322 Chords Tens.Comp. C - D 364 -637 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 1180 -1032 H - G 1175 -1032 Chords Tens.Comp. G - F 492 -433 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 678 -759 D - G 483 -291 Webs Tens.Comp. D - F 668 -760 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.050 B 999 360 VERT(CL):0.115 B 999 240 HORZ(LL):0.022 B - - HORZ(TL):0.051 B - - Creep Factor: 2.0 Max TC CSI:0.793 Max BC CSI:0.555 Max W eb CSI:0.630 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T110 Ply: 1 Qty:1 SEQN:13628 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T213 DrwNo:079.20.1313.38400 AK /DF 03/19/2020 16'11" 6'3"6 6'3"6 12'3"4 5'11"14 16'11" 4'7"12 6'1"10 6'1"10 12'3"4 6'1"10 16'11" 4'7"12 7"12 5'9"212' A B C D E FGH 5 12 4X6(E5) 3X4 1.5X4 3X4 4X7 3X4 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5 2x4 SP 2250f-1.9E; Lt Slider: 2x4 SP #2; block length = 1.500' Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 947 /-/-/683 /308 /215 G 775 /-/-/483 /305 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 824 -1395 C - D 833 -1307 Chords Tens.Comp. D - E 846 -1179 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 1156 -1033 M - L 1032 -878 Chords Tens.Comp. L - I 1053 -902 I - H 1047 -883 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - M 1159 -1028 E - M 519 -298 Webs Tens.Comp. E - H 997 -1151 H - G 606 -771 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.046 L 999 360 VERT(CL):0.080 M 999 240 HORZ(LL):0.016 G - - HORZ(TL):0.038 G - - Creep Factor: 2.0 Max TC CSI:0.658 Max BC CSI:0.429 Max W eb CSI:0.537 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T111 Ply: 1 Qty:1 SEQN:13633 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T221 DrwNo:079.20.1313.33892 AK /DF 03/19/2020 W5 16'11" 5'3"6 5'3"6 10'3"4 4'11"14 16'11" 6'7"12 5'3"6 5'3"6 10'5" 5'1"10 14'4" 3'11" 15'9"12 1'5"12 16'7"8 9"12 16'11" 3"8 1'8" 7"12 4'11"21'4"5'3"812'A B C D E F G HI JKLMNO 5 12 4X6(E5) 3X4 3X4 4X4 5X8 5X8 4X41.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5 2x4 SP 2250f-1.9E; Lt Slider: 2x4 SP #2; block length = 1.500' Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 947 /-/-/683 /308 /215 G 775 /-/-/483 /305 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 824 -1395 C - D 833 -1307 Chords Tens.Comp. D - E 846 -1179 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 1156 -1033 M - L 1032 -878 Chords Tens.Comp. L - I 1053 -902 I - H 1047 -883 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - M 1159 -1028 E - M 519 -298 Webs Tens.Comp. E - H 997 -1151 H - G 606 -771 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.046 L 999 360 VERT(CL):0.080 M 999 240 HORZ(LL):0.016 G - - HORZ(TL):0.038 G - - Creep Factor: 2.0 Max TC CSI:0.658 Max BC CSI:0.429 Max W eb CSI:0.537 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T111 Ply: 1 Qty:1 SEQN:13633 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T221 DrwNo:079.20.1313.33892 AK /DF 03/19/2020 W5 16'11" 5'3"6 5'3"6 10'3"4 4'11"14 16'11" 6'7"12 5'3"6 5'3"6 10'5" 5'1"10 14'4" 3'11" 15'9"12 1'5"12 16'7"8 9"12 16'11" 3"8 1'8" 7"12 4'11"21'4"5'3"812'A B C D E F G HI JKLMNO 5 12 4X6(E5) 3X4 3X4 4X4 5X8 5X8 4X41.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 947 /-/-/669 /318 /179 H 775 /-/-/464 /297 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1131 -1488 C - D 954 -1324 Chords Tens.Comp. D - E 710 -1043 E - F 741 -912 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1183 -1099 Chords Tens.Comp. I - H 665 -515 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - I 394 -302 I - F 378 -305 Webs Tens.Comp. F - H 681 -871 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.024 D 999 360 VERT(CL):0.057 D 999 240 HORZ(LL):0.011 H - - HORZ(TL):0.024 H - - Creep Factor: 2.0 Max TC CSI:0.373 Max BC CSI:0.865 Max W eb CSI:0.485 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T112 Ply: 1 Qty:1 SEQN:13636 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T207 DrwNo:079.20.1313.31630 AK /DF 03/19/2020 16'11" 4'1"10 4'1"10 8'3"4 4'1"10 12'7"2 4'3"14 16'11" 4'3"14 8'5" 8'5" 16'11" 8'6"1'8" 7"12 4'1"24'5"812'A B C D E F G HI 5 12 4X6(E5) 3X4 1.5X4 4X4 3X8 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 947 /-/-/669 /318 /179 H 775 /-/-/464 /297 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1131 -1488 C - D 954 -1324 Chords Tens.Comp. D - E 710 -1043 E - F 741 -912 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1183 -1099 Chords Tens.Comp. I - H 665 -515 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - I 394 -302 I - F 378 -305 Webs Tens.Comp. F - H 681 -871 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.024 D 999 360 VERT(CL):0.057 D 999 240 HORZ(LL):0.011 H - - HORZ(TL):0.024 H - - Creep Factor: 2.0 Max TC CSI:0.373 Max BC CSI:0.865 Max W eb CSI:0.485 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T112 Ply: 1 Qty:1 SEQN:13636 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T207 DrwNo:079.20.1313.31630 AK /DF 03/19/2020 16'11" 4'1"10 4'1"10 8'3"4 4'1"10 12'7"2 4'3"14 16'11" 4'3"14 8'5" 8'5" 16'11" 8'6"1'8" 7"12 4'1"24'5"812'A B C D E F G HI 5 12 4X6(E5) 3X4 1.5X4 4X4 3X8 3X4 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.713' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 6.27 TC: From 36 plf at 6.27 to 36 plf at 16.92 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.30 BC: From 10 plf at 6.30 to 10 plf at 16.92 TC: 460 lb Conc. Load at 6.30 TC: 200 lb Conc. Load at 8.33,10.33,12.33,14.33 TC: 217 lb Conc. Load at 16.33 BC: 403 lb Conc. Load at 6.30 BC: 117 lb Conc. Load at 8.33,10.33,12.33,14.33 BC: 120 lb Conc. Load at 16.33 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1764 /-/-/-/671 /- G 1935 /-/-/-/731 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.8 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1213 -3191 C - D 1184 -3144 Chords Tens.Comp. D - E 955 -2532 E - F 955 -2531 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2829 -1054 Chords Tens.Comp. I - H 2854 -1054 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - I 530 0 E - H 474 -822 Webs Tens.Comp. H - F 2870 -1083 F - G 727 -1752 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.065 I 999 360 VERT(CL):0.149 I 999 240 HORZ(LL):-0.019 C - - HORZ(TL):0.040 C - - Creep Factor: 2.0 Max TC CSI:0.538 Max BC CSI:0.488 Max W eb CSI:0.648 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T113 Ply: 1 Qty:1 SEQN:13639 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T198 DrwNo:079.20.1313.40335 AK /DF 03/19/2020 T2 16'11" 6'3"4 6'3"4 11'7"2 5'3"14 16'11" 5'3"14 6'5" 6'5" 11'7"2 5'2"2 16'11" 5'3"141'8" 7"12 3'3"23'7"812'A B C D E F GHI 5 12 5X6(E1) 3X4 5X8 1.5X4 1.5X4 5X12 5X8 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.713' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 6.27 TC: From 36 plf at 6.27 to 36 plf at 16.92 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.30 BC: From 10 plf at 6.30 to 10 plf at 16.92 TC: 460 lb Conc. Load at 6.30 TC: 200 lb Conc. Load at 8.33,10.33,12.33,14.33 TC: 217 lb Conc. Load at 16.33 BC: 403 lb Conc. Load at 6.30 BC: 117 lb Conc. Load at 8.33,10.33,12.33,14.33 BC: 120 lb Conc. Load at 16.33 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1764 /-/-/-/671 /- G 1935 /-/-/-/731 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.8 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1213 -3191 C - D 1184 -3144 Chords Tens.Comp. D - E 955 -2532 E - F 955 -2531 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2829 -1054 Chords Tens.Comp. I - H 2854 -1054 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - I 530 0 E - H 474 -822 Webs Tens.Comp. H - F 2870 -1083 F - G 727 -1752 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.065 I 999 360 VERT(CL):0.149 I 999 240 HORZ(LL):-0.019 C - - HORZ(TL):0.040 C - - Creep Factor: 2.0 Max TC CSI:0.538 Max BC CSI:0.488 Max W eb CSI:0.648 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T113 Ply: 1 Qty:1 SEQN:13639 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T198 DrwNo:079.20.1313.40335 AK /DF 03/19/2020 T2 16'11" 6'3"4 6'3"4 11'7"2 5'3"14 16'11" 5'3"14 6'5" 6'5" 11'7"2 5'2"2 16'11" 5'3"141'8" 7"12 3'3"23'7"812'A B C D E F GHI 5 12 5X6(E1) 3X4 5X8 1.5X4 1.5X4 5X12 5X8 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 190 /-/-/116 /49 /45 D 190 /-/-/136 /84 /- Wind reactions based on MWFRS E Brg Width = 6.0 Min Req =1.5 D Brg Width = -Min Req =- Bearing E Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 B 999 360 VERT(CL):0.002 B 999 240 HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.214 Max BC CSI:0.198 Max W eb CSI:0.060 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T114 Ply: 1 Qty:1 SEQN:13567 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T201 DrwNo:079.20.1313.35592 AK /DF 03/19/2020 4'1"4 1'6"8 1'6"8 4'1"4 2'6"12 4'1"4 4'1"41'4"52'5"212' A B C DE 5 12 1.5X4 5X5 5X5 1.5X4 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 190 /-/-/116 /49 /45 D 190 /-/-/136 /84 /- Wind reactions based on MWFRS E Brg Width = 6.0 Min Req =1.5 D Brg Width = -Min Req =- Bearing E Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 B 999 360 VERT(CL):0.002 B 999 240 HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.214 Max BC CSI:0.198 Max W eb CSI:0.060 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T114 Ply: 1 Qty:1 SEQN:13567 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T201 DrwNo:079.20.1313.35592 AK /DF 03/19/2020 4'1"4 1'6"8 1'6"8 4'1"4 2'6"12 4'1"4 4'1"41'4"52'5"212' A B C DE 5 12 1.5X4 5X5 5X5 1.5X4 5X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at 0.00 to 73 plf at 9.33 BC: From 10 plf at 0.00 to 10 plf at 5.00 BC: From 20 plf at 5.00 to 20 plf at 9.33 BC: 1060 lb Conc. Load at 1.00, 3.00 BC: 1239 lb Conc. Load at 5.00 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2653 /-/-/-/979 /- E 1518 /-/-/-/570 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =2.3 E Brg Width = 8.0 Min Req =1.5 Bearings A & C Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 554 -1459 Chords Tens.Comp. B - C 556 -1465 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 1313 -492 Chords Tens.Comp. D - C 1313 -492 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 979 -328 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.024 D 999 360 VERT(CL):0.053 D 999 240 HORZ(LL):0.008 D - - HORZ(TL):0.018 D - - Creep Factor: 2.0 Max TC CSI:0.333 Max BC CSI:0.843 Max W eb CSI:0.221 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T115 Ply: 2 Qty:1 SEQN:13585 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T260 DrwNo:079.20.1313.39554 AK /DF 03/19/2020 2 Complete Trusses Required 9'4" 4'8" 4'8" 9'4" 4'8" 4'8" 4'8" 9'4" 4'8" 7"122'7"112' A B C D E 5 12 3X4(B1) 4X4 3X8 2X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at 0.00 to 73 plf at 9.33 BC: From 10 plf at 0.00 to 10 plf at 5.00 BC: From 20 plf at 5.00 to 20 plf at 9.33 BC: 1060 lb Conc. Load at 1.00, 3.00 BC: 1239 lb Conc. Load at 5.00 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2653 /-/-/-/979 /- E 1518 /-/-/-/570 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =2.3 E Brg Width = 8.0 Min Req =1.5 Bearings A & C Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 554 -1459 Chords Tens.Comp. B - C 556 -1465 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 1313 -492 Chords Tens.Comp. D - C 1313 -492 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 979 -328 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.024 D 999 360 VERT(CL):0.053 D 999 240 HORZ(LL):0.008 D - - HORZ(TL):0.018 D - - Creep Factor: 2.0 Max TC CSI:0.333 Max BC CSI:0.843 Max W eb CSI:0.221 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T115 Ply: 2 Qty:1 SEQN:13585 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T260 DrwNo:079.20.1313.39554 AK /DF 03/19/2020 2 Complete Trusses Required 9'4" 4'8" 4'8" 9'4" 4'8" 4'8" 4'8" 9'4" 4'8" 7"122'7"112' A B C D E 5 12 3X4(B1) 4X4 3X8 2X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B2 2x4 SP #2; Webs: 2x4 SP #2; W3,W8 2x4 SP 2250f-1.9E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 72 plf at 3.60 TC: From 36 plf at 3.60 to 36 plf at 5.73 TC: From 73 plf at 5.73 to 73 plf at 11.00 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.46 BC: From 10 plf at 2.46 to 10 plf at 6.87 BC: From 20 plf at 6.87 to 20 plf at 9.33 BC: From 22 plf at 9.33 to 22 plf at 11.00 TC: 262 lb Conc. Load at 3.91, 5.43 BC: 61 lb Conc. Load at 3.91, 5.43 Plating Notes All plates are 1.5X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 851 /-/-/-/354 /- S 851 /-/-/-/354 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 S Brg Width = 8.0 Min Req =1.5 Bearings B & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 794 -1888 D - E 735 -1778 E - F 692 -1691 Chords Tens.Comp. F - G 742 -1801 G - H 799 -1903 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - Q 1743 -727 Q - O 1749 -730 O - N 1673 -688 Chords Tens.Comp. N - L 1762 -734 L - H 1757 -732 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 241 -541 Webs Tens.Comp. K - H 243 -550 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.059 P 999 360 VERT(CL):0.134 P 812 240 HORZ(LL):0.047 K - - HORZ(TL):0.107 K - - Creep Factor: 2.0 Max TC CSI:0.388 Max BC CSI:0.828 Max W eb CSI:0.061 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T116 Ply: 1 Qty:1 SEQN:13909 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T130 DrwNo:079.20.1313.37417 AK /DF 03/19/2020 B2W3 W8 9'4" 1'4"4 11"8 (TYP) 4'8"8 2'5"8 2'5"8 3'7"4 1'1"12 5'8"12 2'1"8 6'10"8 1'1"12 9'4" 2'5"8 1'2"8 1'2"8 2'5"8 1'3" 3'9" 1'3"8 5'8"12 1'11"12 7'0"4 1'3"8 8'1"8 1'1"4 9'4" 1'2"81'8" 1'8" 7"1210"2'1"122'6"212'A B C D E F G H I J KLMNO PQR S 5 12 2X5(B1) 3X12 3X8(**) 5X5 3X8 4X7 3X4 3X8(**) 3X12 2X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B2 2x4 SP #2; Webs: 2x4 SP #2; W3,W8 2x4 SP 2250f-1.9E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 72 plf at 3.60 TC: From 36 plf at 3.60 to 36 plf at 5.73 TC: From 73 plf at 5.73 to 73 plf at 11.00 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.46 BC: From 10 plf at 2.46 to 10 plf at 6.87 BC: From 20 plf at 6.87 to 20 plf at 9.33 BC: From 22 plf at 9.33 to 22 plf at 11.00 TC: 262 lb Conc. Load at 3.91, 5.43 BC: 61 lb Conc. Load at 3.91, 5.43 Plating Notes All plates are 1.5X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 851 /-/-/-/354 /- S 851 /-/-/-/354 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 S Brg Width = 8.0 Min Req =1.5 Bearings B & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 794 -1888 D - E 735 -1778 E - F 692 -1691 Chords Tens.Comp. F - G 742 -1801 G - H 799 -1903 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - Q 1743 -727 Q - O 1749 -730 O - N 1673 -688 Chords Tens.Comp. N - L 1762 -734 L - H 1757 -732 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 241 -541 Webs Tens.Comp. K - H 243 -550 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.059 P 999 360 VERT(CL):0.134 P 812 240 HORZ(LL):0.047 K - - HORZ(TL):0.107 K - - Creep Factor: 2.0 Max TC CSI:0.388 Max BC CSI:0.828 Max W eb CSI:0.061 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T116 Ply: 1 Qty:1 SEQN:13909 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T130 DrwNo:079.20.1313.37417 AK /DF 03/19/2020 B2W3 W8 9'4" 1'4"4 11"8 (TYP) 4'8"8 2'5"8 2'5"8 3'7"4 1'1"12 5'8"12 2'1"8 6'10"8 1'1"12 9'4" 2'5"8 1'2"8 1'2"8 2'5"8 1'3" 3'9" 1'3"8 5'8"12 1'11"12 7'0"4 1'3"8 8'1"8 1'1"4 9'4" 1'2"81'8" 1'8" 7"1210"2'1"122'6"212'A B C D E F G H I J KLMNO PQR S 5 12 2X5(B1) 3X12 3X8(**) 5X5 3X8 4X7 3X4 3X8(**) 3X12 2X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.911' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 7.00 TC: From 36 plf at 7.00 to 36 plf at 15.00 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 15.00 TC: 543 lb Conc. Load at 7.03 TC: 227 lb Conc. Load at 9.06,11.06,13.06,14.60 BC: 510 lb Conc. Load at 7.03 BC: 131 lb Conc. Load at 9.06,11.06,13.06,14.60 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1612 /-/-/606 /611 /156 G 2050 /-/-/408 /771 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.6 G Brg Width = 4.0 Min Req =3.3 Bearings B & G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1334 -2801 C - D 1032 -2749 Chords Tens.Comp. D - E 693 -1848 E - F 693 -1847 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2467 -913 Chords Tens.Comp. I - H 2494 -914 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - I 642 -24 D - H 385 -836 E - H 375 -657 Webs Tens.Comp. H - F 2364 -886 F - G 764 -1854 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.083 C 999 360 VERT(CL):0.180 C 999 240 HORZ(LL):-0.036 C - - HORZ(TL):0.078 C - - Creep Factor: 2.0 Max TC CSI:0.914 Max BC CSI:0.915 Max W eb CSI:0.534 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T117 Ply: 1 Qty:1 SEQN:14029 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T149 DrwNo:079.20.1313.29383 AK /DF 03/19/2020 15' 7' 7' 11' 4' 15' 4' 7'1"12 7'1"12 11' 3'10"4 15' 4'1'8" 7"12 3'6"123'11"212'A B C D E F GHI 5 12 5X6(E1) 3X4 5X8 2X4 1.5X4 5X10 5X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.911' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 7.00 TC: From 36 plf at 7.00 to 36 plf at 15.00 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 15.00 TC: 543 lb Conc. Load at 7.03 TC: 227 lb Conc. Load at 9.06,11.06,13.06,14.60 BC: 510 lb Conc. Load at 7.03 BC: 131 lb Conc. Load at 9.06,11.06,13.06,14.60 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1612 /-/-/606 /611 /156 G 2050 /-/-/408 /771 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.6 G Brg Width = 4.0 Min Req =3.3 Bearings B & G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1334 -2801 C - D 1032 -2749 Chords Tens.Comp. D - E 693 -1848 E - F 693 -1847 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2467 -913 Chords Tens.Comp. I - H 2494 -914 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - I 642 -24 D - H 385 -836 E - H 375 -657 Webs Tens.Comp. H - F 2364 -886 F - G 764 -1854 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.083 C 999 360 VERT(CL):0.180 C 999 240 HORZ(LL):-0.036 C - - HORZ(TL):0.078 C - - Creep Factor: 2.0 Max TC CSI:0.914 Max BC CSI:0.915 Max W eb CSI:0.534 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T117 Ply: 1 Qty:1 SEQN:14029 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T149 DrwNo:079.20.1313.29383 AK /DF 03/19/2020 15' 7' 7' 11' 4' 15' 4' 7'1"12 7'1"12 11' 3'10"4 15' 4'1'8" 7"12 3'6"123'11"212'A B C D E F GHI 5 12 5X6(E1) 3X4 5X8 2X4 1.5X4 5X10 5X6 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 859 /-/-/617 /283 /182 G 685 /-/-/420 /267 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 4.0 Min Req =1.5 Bearings B & G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1109 -1346 C - D 860 -1127 Chords Tens.Comp. D - E 569 -807 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1008 -1029 Chords Tens.Comp. H - G 681 -605 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - H 472 -362 E - H 413 -188 Webs Tens.Comp. E - G 680 -762 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 D 999 360 VERT(CL):0.048 D 999 240 HORZ(LL):0.009 G - - HORZ(TL):0.020 G - - Creep Factor: 2.0 Max TC CSI:0.889 Max BC CSI:0.727 Max W eb CSI:0.709 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T118 Ply: 1 Qty:1 SEQN:12848 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T367 DrwNo:079.20.1313.36266 AK /DF 03/19/2020 15' 4'2"8 4'2"8 8'5" 4'2"8 15' 6'7" 8'5" 8'5" 15' 6'7"1'8" 7"12 4'1"134'6"312'A B C D E F GH 5 12 4X6(E5) 3X4 1.5X4 4X7 3X4 2X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 859 /-/-/617 /283 /182 G 685 /-/-/420 /267 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 4.0 Min Req =1.5 Bearings B & G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1109 -1346 C - D 860 -1127 Chords Tens.Comp. D - E 569 -807 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1008 -1029 Chords Tens.Comp. H - G 681 -605 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - H 472 -362 E - H 413 -188 Webs Tens.Comp. E - G 680 -762 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 D 999 360 VERT(CL):0.048 D 999 240 HORZ(LL):0.009 G - - HORZ(TL):0.020 G - - Creep Factor: 2.0 Max TC CSI:0.889 Max BC CSI:0.727 Max W eb CSI:0.709 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T118 Ply: 1 Qty:1 SEQN:12848 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T367 DrwNo:079.20.1313.36266 AK /DF 03/19/2020 15' 4'2"8 4'2"8 8'5" 4'2"8 15' 6'7" 8'5" 8'5" 15' 6'7"1'8" 7"12 4'1"134'6"312'A B C D E F GH 5 12 4X6(E5) 3X4 1.5X4 4X7 3X4 2X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.555' Rt Slider: 2x4 SP #2; block length = 1.559' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1449 /-/-/940 /513 /193 N 1283 /-/-/806 /454 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.3 N Brg Width = 6.0 Min Req =2.0 Bearings B & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1689 -2480 C - D 1700 -2437 D - E 1419 -1920 E - F 1388 -1695 Chords Tens.Comp. F - G 1399 -1910 G - H 1700 -2410 H - I 1873 -2476 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2187 -1474 M - L 2183 -1474 L - K 1694 -1036 Chords Tens.Comp. K - J 2158 -1433 J - I 2162 -1432 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 488 -544 E - L 386 -218 Webs Tens.Comp. K - F 382 -285 K - G 507 -523 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.092 L 999 360 VERT(CL):0.214 L 999 240 HORZ(LL):0.037 J - - HORZ(TL):0.086 J - - Creep Factor: 2.0 Max TC CSI:0.509 Max BC CSI:0.653 Max W eb CSI:0.454 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T119 Ply: 1 Qty:1 SEQN:12852 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T341 DrwNo:079.20.1313.40835 AK /DF 03/19/2020 27'10" 5'11"12 5'11"12 11'8" 5'8"4 16'4" 4'8" 22'0"4 5'8"4 27'10" 5'9"12 5'10" 5'10" 11'8" 5'10" 16'2"4 4'6"4 22'2" 5'11"12 27'10" 5'8"1'8" 7"12 8"95'6"15'10"712'A B C D E F G H I JKLM N 5 12 5X5(E1) 3X4 1.5X4 3X4 4X7 5X5 3X8 4X5 3X4 1.5X4 3X4 4X7(E5) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.555' Rt Slider: 2x4 SP #2; block length = 1.559' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1449 /-/-/940 /513 /193 N 1283 /-/-/806 /454 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.3 N Brg Width = 6.0 Min Req =2.0 Bearings B & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1689 -2480 C - D 1700 -2437 D - E 1419 -1920 E - F 1388 -1695 Chords Tens.Comp. F - G 1399 -1910 G - H 1700 -2410 H - I 1873 -2476 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2187 -1474 M - L 2183 -1474 L - K 1694 -1036 Chords Tens.Comp. K - J 2158 -1433 J - I 2162 -1432 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 488 -544 E - L 386 -218 Webs Tens.Comp. K - F 382 -285 K - G 507 -523 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.092 L 999 360 VERT(CL):0.214 L 999 240 HORZ(LL):0.037 J - - HORZ(TL):0.086 J - - Creep Factor: 2.0 Max TC CSI:0.509 Max BC CSI:0.653 Max W eb CSI:0.454 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T119 Ply: 1 Qty:1 SEQN:12852 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T341 DrwNo:079.20.1313.40835 AK /DF 03/19/2020 27'10" 5'11"12 5'11"12 11'8" 5'8"4 16'4" 4'8" 22'0"4 5'8"4 27'10" 5'9"12 5'10" 5'10" 11'8" 5'10" 16'2"4 4'6"4 22'2" 5'11"12 27'10" 5'8"1'8" 7"12 8"95'6"15'10"712'A B C D E F G H I JKLM N 5 12 5X5(E1) 3X4 1.5X4 3X4 4X7 5X5 3X8 4X5 3X4 1.5X4 3X4 4X7(E5) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Rt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1452 /-/-/939 /513 /206 P 1452 /-/-/940 /512 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.3 P Brg Width = 8.0 Min Req =2.3 Bearings B & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1727 -2475 C - D 1734 -2434 D - E 1555 -2112 E - F 1630 -2050 Chords Tens.Comp. F - G 1792 -2265 G - H 1917 -2439 H - I 1773 -2457 I - J 1764 -2499 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2184 -1463 O - N 2180 -1464 N - M 1894 -1159 Chords Tens.Comp. M - L 1755 -1100 L - J 2206 -1494 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - F 820 -1089 M - G 1153 -831 Webs Tens.Comp. G - L 577 -495 L - H 392 -317 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.111 F 999 360 VERT(CL):0.257 F 999 240 HORZ(LL):0.035 L - - HORZ(TL):0.082 L - - Creep Factor: 2.0 Max TC CSI:0.589 Max BC CSI:0.693 Max W eb CSI:0.470 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T120 Ply: 1 Qty:1 SEQN:12856 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T340 DrwNo:079.20.1313.41225 AK /DF 03/19/2020 28' 4'11"12 4'11"12 9'8" 4'8"4 15'8" 6' 17' 1'4" 22'6" 5'6" 28' 5'6" 4'10" 4'10" 9'8" 4'10" 15'6"4 5'10"4 22'4"4 6'10" 28' 5'7"121'8"1'8" 7"124'8"15'2"125'7"212'A B C D E F G H I J K LMNO P 5 12 5X5(E1) 3X4 1.5X4 3X4 4X8 3X4 6X8 5X5 5X5 3X4 1.5X4 3X4 5X5(E1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Rt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1452 /-/-/939 /513 /206 P 1452 /-/-/940 /512 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.3 P Brg Width = 8.0 Min Req =2.3 Bearings B & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1727 -2475 C - D 1734 -2434 D - E 1555 -2112 E - F 1630 -2050 Chords Tens.Comp. F - G 1792 -2265 G - H 1917 -2439 H - I 1773 -2457 I - J 1764 -2499 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2184 -1463 O - N 2180 -1464 N - M 1894 -1159 Chords Tens.Comp. M - L 1755 -1100 L - J 2206 -1494 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - F 820 -1089 M - G 1153 -831 Webs Tens.Comp. G - L 577 -495 L - H 392 -317 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.111 F 999 360 VERT(CL):0.257 F 999 240 HORZ(LL):0.035 L - - HORZ(TL):0.082 L - - Creep Factor: 2.0 Max TC CSI:0.589 Max BC CSI:0.693 Max W eb CSI:0.470 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T120 Ply: 1 Qty:1 SEQN:12856 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T340 DrwNo:079.20.1313.41225 AK /DF 03/19/2020 28' 4'11"12 4'11"12 9'8" 4'8"4 15'8" 6' 17' 1'4" 22'6" 5'6" 28' 5'6" 4'10" 4'10" 9'8" 4'10" 15'6"4 5'10"4 22'4"4 6'10" 28' 5'7"121'8"1'8" 7"124'8"15'2"125'7"212'A B C D E F G H I J K LMNO P 5 12 5X5(E1) 3X4 1.5X4 3X4 4X8 3X4 6X8 5X5 5X5 3X4 1.5X4 3X4 5X5(E1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B2 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Rt Slider: 2x4 SP #2; block length = 1.500' Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*245 /-/-/158 /86 /31 P 1268 /-/-/822 /452 /- Wind reactions based on MWFRS B Brg Width = 80.0 Min Req =- P Brg Width = 8.0 Min Req =2.0 Bearings B & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1069 -1343 C - D 1048 -1223 D - E 874 -1038 E - F 1557 -1800 Chords Tens.Comp. F - G 1371 -1504 G - H 1341 -1537 H - I 1598 -2033 I - J 1588 -2074 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2165 -1752 O - N 922 -610 N - M 1831 -1325 Chords Tens.Comp. M - L 1814 -1333 L - J 1818 -1332 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - O 440 -565 E - N 1034 -870 N - F 398 -376 Webs Tens.Comp. F - M 638 -709 G - M 817 -624 M - H 451 -523 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.084 F 999 360 VERT(CL):0.194 F 999 240 HORZ(LL):0.023 L - - HORZ(TL):0.053 L - - Creep Factor: 2.0 Max TC CSI:0.563 Max BC CSI:0.608 Max W eb CSI:0.663 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T121 Ply: 1 Qty:1 SEQN:12860 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T266 DrwNo:079.20.1313.33595 AK /DF 03/19/2020 B2 28' 3'10" 3'10" 7'8" 3'10" 13'8" 6' 17' 3'4" 22'4"4 5'4"4 28' 5'7"12 7'8" 7'8" 13'4"8 5'8"8 17' 3'7"8 22'6" 5'6" 28' 5'6"1'8"1'8" 7"123'10"15'2"125'7"212'A B C D E F G H I J K LMNO P 5 12 4X6(E5) 1.5X4 4X7 5X5 5X5 4X4 3X8 1.5X4 5X5(E1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B2 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Rt Slider: 2x4 SP #2; block length = 1.500' Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*245 /-/-/158 /86 /31 P 1268 /-/-/822 /452 /- Wind reactions based on MWFRS B Brg Width = 80.0 Min Req =- P Brg Width = 8.0 Min Req =2.0 Bearings B & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1069 -1343 C - D 1048 -1223 D - E 874 -1038 E - F 1557 -1800 Chords Tens.Comp. F - G 1371 -1504 G - H 1341 -1537 H - I 1598 -2033 I - J 1588 -2074 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2165 -1752 O - N 922 -610 N - M 1831 -1325 Chords Tens.Comp. M - L 1814 -1333 L - J 1818 -1332 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - O 440 -565 E - N 1034 -870 N - F 398 -376 Webs Tens.Comp. F - M 638 -709 G - M 817 -624 M - H 451 -523 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.084 F 999 360 VERT(CL):0.194 F 999 240 HORZ(LL):0.023 L - - HORZ(TL):0.053 L - - Creep Factor: 2.0 Max TC CSI:0.563 Max BC CSI:0.608 Max W eb CSI:0.663 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T121 Ply: 1 Qty:1 SEQN:12860 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T266 DrwNo:079.20.1313.33595 AK /DF 03/19/2020 B2 28' 3'10" 3'10" 7'8" 3'10" 13'8" 6' 17' 3'4" 22'4"4 5'4"4 28' 5'7"12 7'8" 7'8" 13'4"8 5'8"8 17' 3'7"8 22'6" 5'6" 28' 5'6"1'8"1'8" 7"123'10"15'2"125'7"212'A B C D E F G H I J K LMNO P 5 12 4X6(E5) 1.5X4 4X7 5X5 5X5 4X4 3X8 1.5X4 5X5(E1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2 2x4 SP 2250f-1.9E; Lt Slider: 2x4 SP #2; block length = 1.550' Rt Slider: 2x4 SP #2; block length = 1.500' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 73 plf at 29.67 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 28.00 BC: From 22 plf at 28.00 to 22 plf at 29.67 TC: 212 lb Conc. Load at 5.67 BC: 232 lb Conc. Load at 5.67 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 306 /-64 /-/-/88 /- N 2141 /-/-/-/755 /- O 1057 /-/-/-/405 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 N Brg Width = 8.0 Min Req =3.4 O Brg Width = 8.0 Min Req =1.7 Bearings B, N, & O Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 937 -546 C - D 815 -280 D - E 868 -304 E - F 400 -1033 Chords Tens.Comp. F - G 408 -1047 G - H 576 -1546 H - I 601 -1615 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 196 -681 N - M 828 -314 M - L 825 -317 Chords Tens.Comp. L - K 1369 -505 K - I 1374 -503 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - N 458 -912 N - E 693 -1882 Webs Tens.Comp. F - L 386 -23 L - G 189 -527 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.050 C 999 360 VERT(CL):0.112 C 679 240 HORZ(LL):0.024 C - - HORZ(TL):0.056 C - - Creep Factor: 2.0 Max TC CSI:0.782 Max BC CSI:0.709 Max W eb CSI:0.613 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T122 Ply: 1 Qty:1 SEQN:12866 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T263 DrwNo:079.20.1313.42707 AK /DF 03/19/2020 T2 W2 6'4"21'8" 5'8" 5'8" 11'8" 6' 17' 5'4" 22'4"4 5'4"4 28' 5'7"12 6'4" 6'4" 11'6"4 5'2"4 17' 5'5"12 22'6" 5'6" 28' 5'6"1'8"1'8" 7"123'0"15'2"125'7"212'A B C D E F G H I J KLMN O 5 12 4X6(E5) 3X4 5X5 3X5 5X5 5X12 4X4 3X8 3X4 1.5X4 3X4 5X5(E1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2 2x4 SP 2250f-1.9E; Lt Slider: 2x4 SP #2; block length = 1.550' Rt Slider: 2x4 SP #2; block length = 1.500' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 73 plf at 29.67 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 28.00 BC: From 22 plf at 28.00 to 22 plf at 29.67 TC: 212 lb Conc. Load at 5.67 BC: 232 lb Conc. Load at 5.67 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 306 /-64 /-/-/88 /- N 2141 /-/-/-/755 /- O 1057 /-/-/-/405 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 N Brg Width = 8.0 Min Req =3.4 O Brg Width = 8.0 Min Req =1.7 Bearings B, N, & O Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 937 -546 C - D 815 -280 D - E 868 -304 E - F 400 -1033 Chords Tens.Comp. F - G 408 -1047 G - H 576 -1546 H - I 601 -1615 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 196 -681 N - M 828 -314 M - L 825 -317 Chords Tens.Comp. L - K 1369 -505 K - I 1374 -503 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - N 458 -912 N - E 693 -1882 Webs Tens.Comp. F - L 386 -23 L - G 189 -527 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.050 C 999 360 VERT(CL):0.112 C 679 240 HORZ(LL):0.024 C - - HORZ(TL):0.056 C - - Creep Factor: 2.0 Max TC CSI:0.782 Max BC CSI:0.709 Max W eb CSI:0.613 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T122 Ply: 1 Qty:1 SEQN:12866 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T263 DrwNo:079.20.1313.42707 AK /DF 03/19/2020 T2 W2 6'4"21'8" 5'8" 5'8" 11'8" 6' 17' 5'4" 22'4"4 5'4"4 28' 5'7"12 6'4" 6'4" 11'6"4 5'2"4 17' 5'5"12 22'6" 5'6" 28' 5'6"1'8"1'8" 7"123'0"15'2"125'7"212'A B C D E F G H I J KLMN O 5 12 4X6(E5) 3X4 5X5 3X5 5X5 5X12 4X4 3X8 3X4 1.5X4 3X4 5X5(E1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1012 /-/-/582 /364 /158 M 1180 /-/-/775 /412 /- Wind reactions based on MWFRS L Brg Width = 8.0 Min Req =1.6 M Brg Width = 8.0 Min Req =1.9 Bearings L & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1314 -1621 B - C 1151 -1436 C - D 1162 -1246 Chords Tens.Comp. D - E 1527 -1832 E - F 1388 -1842 F - G 1379 -1883 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1745 -1279 J - I 1209 -755 Chords Tens.Comp. I - G 1648 -1147 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 763 -986 A - K 1848 -1501 K - B 754 -805 Webs Tens.Comp. B - J 535 -522 D - I 561 -493 I - E 382 -316 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.056 J 999 360 VERT(CL):0.129 J 999 240 HORZ(LL):0.019 I - - HORZ(TL):0.043 I - - Creep Factor: 2.0 Max TC CSI:0.654 Max BC CSI:0.706 Max W eb CSI:0.464 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T123 Ply: 1 Qty:1 SEQN:12870 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T342 DrwNo:079.20.1313.41365 AK /DF 03/19/2020 22' 3'8" 3'8" 10'4" 6'8" 11'8" 1'4" 16'10" 5'2" 22' 5'2" 3'4" 3'4" 10'5"12 7'1"12 16'8"4 6'2"8 22' 5'3"12 1'8"2'2"17"124'11"75'3"1312' A B C D E F G H IJKL M 5 12 3X8 1.5X6 3X8 5X5 4X6 5X8 4X4 3X4 1.5X4 3X4 5X5(E1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1012 /-/-/582 /364 /158 M 1180 /-/-/775 /412 /- Wind reactions based on MWFRS L Brg Width = 8.0 Min Req =1.6 M Brg Width = 8.0 Min Req =1.9 Bearings L & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1314 -1621 B - C 1151 -1436 C - D 1162 -1246 Chords Tens.Comp. D - E 1527 -1832 E - F 1388 -1842 F - G 1379 -1883 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1745 -1279 J - I 1209 -755 Chords Tens.Comp. I - G 1648 -1147 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 763 -986 A - K 1848 -1501 K - B 754 -805 Webs Tens.Comp. B - J 535 -522 D - I 561 -493 I - E 382 -316 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.056 J 999 360 VERT(CL):0.129 J 999 240 HORZ(LL):0.019 I - - HORZ(TL):0.043 I - - Creep Factor: 2.0 Max TC CSI:0.654 Max BC CSI:0.706 Max W eb CSI:0.464 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T123 Ply: 1 Qty:1 SEQN:12870 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T342 DrwNo:079.20.1313.41365 AK /DF 03/19/2020 22' 3'8" 3'8" 10'4" 6'8" 11'8" 1'4" 16'10" 5'2" 22' 5'2" 3'4" 3'4" 10'5"12 7'1"12 16'8"4 6'2"8 22' 5'3"12 1'8"2'2"17"124'11"75'3"1312' A B C D E F G H IJKL M 5 12 3X8 1.5X6 3X8 5X5 4X6 5X8 4X4 3X4 1.5X4 3X4 5X5(E1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Rt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1012 /-/-/638 /358 /148 L 1180 /-/-/770 /418 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.6 L Brg Width = 8.0 Min Req =1.9 Bearings A & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1758 -2100 B - C 1413 -1878 C - D 1170 -1597 D - E 1182 -1416 Chords Tens.Comp. E - F 1180 -1578 F - G 1397 -1833 G - H 1631 -2042 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 1698 -1150 K - J 1421 -800 Chords Tens.Comp. J - H 1645 -1162 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 402 -306 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.056 K 999 360 VERT(CL):0.129 K 999 240 HORZ(LL):0.023 J - - HORZ(TL):0.053 J - - Creep Factor: 2.0 Max TC CSI:0.370 Max BC CSI:0.768 Max W eb CSI:0.365 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T124 Ply: 1 Qty:1 SEQN:12874 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T150 DrwNo:079.20.1313.36265 AK /DF 03/19/2020 22' 4'2" 4'2" 8'4" 4'2" 13'8" 5'4" 17'10" 4'2" 22' 4'2" 8'4" 8'4" 13'6"4 5'2"4 22' 8'5"12 1'8" 7"124'1"74'5"1312' A B C D E F G H I JK L 5 12 5X5(E1) 3X4 1.5X4 4X7 3X4 5X8 4X4 1.5X4 3X4 5X5(E1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Rt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1012 /-/-/638 /358 /148 L 1180 /-/-/770 /418 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.6 L Brg Width = 8.0 Min Req =1.9 Bearings A & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1758 -2100 B - C 1413 -1878 C - D 1170 -1597 D - E 1182 -1416 Chords Tens.Comp. E - F 1180 -1578 F - G 1397 -1833 G - H 1631 -2042 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 1698 -1150 K - J 1421 -800 Chords Tens.Comp. J - H 1645 -1162 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 402 -306 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.056 K 999 360 VERT(CL):0.129 K 999 240 HORZ(LL):0.023 J - - HORZ(TL):0.053 J - - Creep Factor: 2.0 Max TC CSI:0.370 Max BC CSI:0.768 Max W eb CSI:0.365 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T124 Ply: 1 Qty:1 SEQN:12874 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T150 DrwNo:079.20.1313.36265 AK /DF 03/19/2020 22' 4'2" 4'2" 8'4" 4'2" 13'8" 5'4" 17'10" 4'2" 22' 4'2" 8'4" 8'4" 13'6"4 5'2"4 22' 8'5"12 1'8" 7"124'1"74'5"1312' A B C D E F G H I JK L 5 12 5X5(E1) 3X4 1.5X4 4X7 3X4 5X8 4X4 1.5X4 3X4 5X5(E1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Rt Slider: 2x4 SP #2; block length = 1.730' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1012 /-/-/630 /357 /138 L 1180 /-/-/763 /418 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.6 L Brg Width = 8.0 Min Req =1.9 Bearings A & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1693 -1994 B - C 1486 -1895 C - D 1277 -1646 D - E 1335 -1634 Chords Tens.Comp. E - F 1345 -1633 F - G 1324 -1807 G - H 1487 -1933 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 1713 -1209 K - J 1849 -1169 Chords Tens.Comp. J - H 1613 -1059 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 378 -272 D - K 1106 -821 Webs Tens.Comp. K - E 741 -937 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.071 E 999 360 VERT(CL):0.165 E 999 240 HORZ(LL):0.024 J - - HORZ(TL):0.056 J - - Creep Factor: 2.0 Max TC CSI:0.563 Max BC CSI:0.756 Max W eb CSI:0.373 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T125 Ply: 1 Qty:1 SEQN:12878 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T92 DrwNo:079.20.1313.29180 AK /DF 03/19/2020 22' 3'10" 3'10" 7'8" 3'10" 9' 1'4" 15'8" 6'8" 22' 6'4" 7'8" 7'8" 15'4"8 7'8"8 22' 6'7"8 1'8" 7"12 3'3"73'10"14'2"712' A B C D E F G H I JK L 5 12 5X5(E1) 3X4 1.5X4 4X4 5X8 5X5 3X4 4X6 3X4 5X5(E1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Rt Slider: 2x4 SP #2; block length = 1.730' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1012 /-/-/630 /357 /138 L 1180 /-/-/763 /418 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.6 L Brg Width = 8.0 Min Req =1.9 Bearings A & L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1693 -1994 B - C 1486 -1895 C - D 1277 -1646 D - E 1335 -1634 Chords Tens.Comp. E - F 1345 -1633 F - G 1324 -1807 G - H 1487 -1933 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 1713 -1209 K - J 1849 -1169 Chords Tens.Comp. J - H 1613 -1059 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 378 -272 D - K 1106 -821 Webs Tens.Comp. K - E 741 -937 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.071 E 999 360 VERT(CL):0.165 E 999 240 HORZ(LL):0.024 J - - HORZ(TL):0.056 J - - Creep Factor: 2.0 Max TC CSI:0.563 Max BC CSI:0.756 Max W eb CSI:0.373 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T125 Ply: 1 Qty:1 SEQN:12878 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T92 DrwNo:079.20.1313.29180 AK /DF 03/19/2020 22' 3'10" 3'10" 7'8" 3'10" 9' 1'4" 15'8" 6'8" 22' 6'4" 7'8" 7'8" 15'4"8 7'8"8 22' 6'7"8 1'8" 7"12 3'3"73'10"14'2"712' A B C D E F G H I JK L 5 12 5X5(E1) 3X4 1.5X4 4X4 5X8 5X5 3X4 4X6 3X4 5X5(E1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; T4 2x4 SP 2700f-2.2E; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 72 plf at 23.67 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 22.00 BC: From 22 plf at 22.00 to 22 plf at 23.67 TC: 543 lb Conc. Load at 7.03, 8.30 TC: 128 lb Conc. Load at 16.94 TC: 166 lb Conc. Load at 17.67 BC: 510 lb Conc. Load at 7.03, 8.30 BC: 319 lb Conc. Load at 15.40 BC: 78 lb Conc. Load at 16.94 BC: 56 lb Conc. Load at 17.67 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2735 /-/-/-/1016 /- P 2466 /-/-/-/917 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.4 P Brg Width = 8.0 Min Req =3.9 Bearings B & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1712 -4670 C - D 1952 -5341 D - E 1795 -4963 E - F 2886 -7926 Chords Tens.Comp. F - G 2568 -7086 G - H 2239 -6163 H - I 1625 -4423 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 4200 -1530 O - N 4232 -1544 N - M 5058 -1869 Chords Tens.Comp. M - L 6289 -2293 L - K 3971 -1437 K - I 3980 -1450 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 284 -627 C - N 750 -263 D - N 1278 -313 E - M 3395 -1181 Webs Tens.Comp. F - M 1190 -3145 M - G 965 -333 G - L 386 -905 L - H 2614 -956 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.229 F 999 360 VERT(CL):0.523 F 498 240 HORZ(LL):0.047 D - - HORZ(TL):0.107 D - - Creep Factor: 2.0 Max TC CSI:0.877 Max BC CSI:0.623 Max W eb CSI:0.766 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T126 Ply: 1 Qty:1 SEQN:12887 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T230 DrwNo:079.20.1313.28010 AK /DF 03/19/2020 T2 T4 22' 3'7"12 3'7"12 7' 3'4"4 8'4" 1'4" 11' 2'8" 14'2"4 3'2"4 17'8" 3'5"12 22' 4'4" 3'6" 3'6" 7'1"12 3'7"12 11'1"12 4' 14'5"12 3'4" 17'6"4 3'0"8 22' 4'5"121'8"1'8" 7"12 2'5"73'6"123'11"212'A B C D E F G H I J KLMNO P 5 12 5X8(B3) 1.5X4 3X4 6X6 5X8 7X8 H0610(SRS) H1010 3X4 5X6 1.5X4 5X10 5X8(B3) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; T4 2x4 SP 2700f-2.2E; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 72 plf at -1.67 to 72 plf at 23.67 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 22.00 BC: From 22 plf at 22.00 to 22 plf at 23.67 TC: 543 lb Conc. Load at 7.03, 8.30 TC: 128 lb Conc. Load at 16.94 TC: 166 lb Conc. Load at 17.67 BC: 510 lb Conc. Load at 7.03, 8.30 BC: 319 lb Conc. Load at 15.40 BC: 78 lb Conc. Load at 16.94 BC: 56 lb Conc. Load at 17.67 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2735 /-/-/-/1016 /- P 2466 /-/-/-/917 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =4.4 P Brg Width = 8.0 Min Req =3.9 Bearings B & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1712 -4670 C - D 1952 -5341 D - E 1795 -4963 E - F 2886 -7926 Chords Tens.Comp. F - G 2568 -7086 G - H 2239 -6163 H - I 1625 -4423 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 4200 -1530 O - N 4232 -1544 N - M 5058 -1869 Chords Tens.Comp. M - L 6289 -2293 L - K 3971 -1437 K - I 3980 -1450 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 284 -627 C - N 750 -263 D - N 1278 -313 E - M 3395 -1181 Webs Tens.Comp. F - M 1190 -3145 M - G 965 -333 G - L 386 -905 L - H 2614 -956 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.229 F 999 360 VERT(CL):0.523 F 498 240 HORZ(LL):0.047 D - - HORZ(TL):0.107 D - - Creep Factor: 2.0 Max TC CSI:0.877 Max BC CSI:0.623 Max W eb CSI:0.766 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T126 Ply: 1 Qty:1 SEQN:12887 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T230 DrwNo:079.20.1313.28010 AK /DF 03/19/2020 T2 T4 22' 3'7"12 3'7"12 7' 3'4"4 8'4" 1'4" 11' 2'8" 14'2"4 3'2"4 17'8" 3'5"12 22' 4'4" 3'6" 3'6" 7'1"12 3'7"12 11'1"12 4' 14'5"12 3'4" 17'6"4 3'0"8 22' 4'5"121'8"1'8" 7"12 2'5"73'6"123'11"212'A B C D E F G H I J KLMNO P 5 12 5X8(B3) 1.5X4 3X4 6X6 5X8 7X8 H0610(SRS) H1010 3X4 5X6 1.5X4 5X10 5X8(B3) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 4.33 BC: From 20 plf at 0.00 to 20 plf at 4.33 BC: 233 lb Conc. Load at 2.40 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 315 /-/-/-/105 /- C 319 /-/-/-/105 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 C Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.003 C - - HORZ(TL):0.006 C - - Creep Factor: 2.0 Max TC CSI:0.335 Max BC CSI:0.369 Max W eb CSI:0.049 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T127 Ply: 1 Qty:1 SEQN:12040 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T254 DrwNo:079.20.1313.41427 AK /DF 03/19/2020 4'4" 4'4" 4'4" 7"12 2'5"712' A B C 5 12 2X5(B1) 1.5X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 4.33 BC: From 20 plf at 0.00 to 20 plf at 4.33 BC: 233 lb Conc. Load at 2.40 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 315 /-/-/-/105 /- C 319 /-/-/-/105 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 C Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.003 C - - HORZ(TL):0.006 C - - Creep Factor: 2.0 Max TC CSI:0.335 Max BC CSI:0.369 Max W eb CSI:0.049 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T127 Ply: 1 Qty:1 SEQN:12040 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T254 DrwNo:079.20.1313.41427 AK /DF 03/19/2020 4'4" 4'4" 4'4" 7"12 2'5"712' A B C 5 12 2X5(B1) 1.5X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 941 /-/-/678 /486 /338 F 949 /-/-/615 /308 /- Wind reactions based on MWFRS M Brg Width = -Min Req =- F Brg Width = 3.4 Min Req =3.4 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 484 -1005 Chords Tens.Comp. D - E 578 -924 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - J 485 0 Chords Tens.Comp. I - H 991 -629 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 897 -1007 B - J 652 -470 J - C 778 -735 J - I 817 -279 Webs Tens.Comp. I - D 375 -164 D - H 544 -726 H - E 1191 -766 E - F 489 -923 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.89 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.026 I 999 360 VERT(CL):0.059 I 999 240 HORZ(LL):0.017 A - - HORZ(TL):0.039 A - - Creep Factor: 2.0 Max TC CSI:0.787 Max BC CSI:0.721 Max W eb CSI:0.661 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T128 Ply: 1 Qty:1 SEQN:13564 /SPEC FROM: GLM Cust: R 761 JRef:1WTP7610004 T217 DrwNo:079.20.1313.33300 AK /DF 03/19/2020 20'6"7 1'11" 1'11" 9'2" 7'3" 16'7"12 7'5"12 20'0"15 3'5"3 20'6"7 5"8 1'11" 1'11" 9'3"6 7'4"6 16'11"4 7'7"14 20'0"15 3'1"11 20'6"7 5"8 1'9'4"52'5"23'5"210'4"5(WB1) (WB2) 12' A B C D E F GHI JKLM 512 2X4 6X6 3X4 5X81.5X6 5X5 5X8 5X5 3X5 4X8 3X81.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 941 /-/-/678 /486 /338 F 949 /-/-/615 /308 /- Wind reactions based on MWFRS M Brg Width = -Min Req =- F Brg Width = 3.4 Min Req =3.4 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 484 -1005 Chords Tens.Comp. D - E 578 -924 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - J 485 0 Chords Tens.Comp. I - H 991 -629 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 897 -1007 B - J 652 -470 J - C 778 -735 J - I 817 -279 Webs Tens.Comp. I - D 375 -164 D - H 544 -726 H - E 1191 -766 E - F 489 -923 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.89 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.026 I 999 360 VERT(CL):0.059 I 999 240 HORZ(LL):0.017 A - - HORZ(TL):0.039 A - - Creep Factor: 2.0 Max TC CSI:0.787 Max BC CSI:0.721 Max W eb CSI:0.661 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T128 Ply: 1 Qty:1 SEQN:13564 /SPEC FROM: GLM Cust: R 761 JRef:1WTP7610004 T217 DrwNo:079.20.1313.33300 AK /DF 03/19/2020 20'6"7 1'11" 1'11" 9'2" 7'3" 16'7"12 7'5"12 20'0"15 3'5"3 20'6"7 5"8 1'11" 1'11" 9'3"6 7'4"6 16'11"4 7'7"14 20'0"15 3'1"11 20'6"7 5"8 1'9'4"52'5"23'5"210'4"5(WB1) (WB2) 12' A B C D E F GHI JKLM 512 2X4 6X6 3X4 5X81.5X6 5X5 5X8 5X5 3X5 4X8 3X81.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 926 /-/-/659 /481 /299 F 934 /-/-/585 /314 /- Wind reactions based on MWFRS M Brg Width = 5.0 Min Req =1.5 F Brg Width = 3.4 Min Req =3.4 Bearing F is a rigid surface. Bearing M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 424 -881 Chords Tens.Comp. D - E 573 -967 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - J 438 0 Chords Tens.Comp. I - H 1010 -605 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 885 -986 B - J 676 -505 J - C 750 -706 J - I 718 -239 Webs Tens.Comp. I - D 420 -321 D - H 415 -572 H - E 1113 -667 E - F 703 -1137 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.026 D 999 360 VERT(CL):0.059 D 999 240 HORZ(LL):0.017 A - - HORZ(TL):0.040 A - - Creep Factor: 2.0 Max TC CSI:0.651 Max BC CSI:0.590 Max W eb CSI:0.659 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T129 Ply: 1 Qty:1 SEQN:14271 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T376 DrwNo:079.20.1313.28806 AK /DF 03/19/2020 20'2"7 1'7" 1'7" 7'11"4 6'4"4 14'7" 6'7"12 19'8"15 5'1"15 20'2"7 5"8 1'7" 1'7" 8'1" 6'6" 14'10"8 6'9"8 19'8"15 4'10"7 20'2"7 5"8 1'9'2"113'1"124'1"1210'2"11(WB1) (WB2) 12' A B C D E F GHI JKLM 512 2X4 6X6 3X4 5X81.5X4 3X4 5X8 5X5 3X5 4X7 3X81.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 926 /-/-/659 /481 /299 F 934 /-/-/585 /314 /- Wind reactions based on MWFRS M Brg Width = 5.0 Min Req =1.5 F Brg Width = 3.4 Min Req =3.4 Bearing F is a rigid surface. Bearing M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 424 -881 Chords Tens.Comp. D - E 573 -967 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - J 438 0 Chords Tens.Comp. I - H 1010 -605 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 885 -986 B - J 676 -505 J - C 750 -706 J - I 718 -239 Webs Tens.Comp. I - D 420 -321 D - H 415 -572 H - E 1113 -667 E - F 703 -1137 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.026 D 999 360 VERT(CL):0.059 D 999 240 HORZ(LL):0.017 A - - HORZ(TL):0.040 A - - Creep Factor: 2.0 Max TC CSI:0.651 Max BC CSI:0.590 Max W eb CSI:0.659 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T129 Ply: 1 Qty:1 SEQN:14271 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T376 DrwNo:079.20.1313.28806 AK /DF 03/19/2020 20'2"7 1'7" 1'7" 7'11"4 6'4"4 14'7" 6'7"12 19'8"15 5'1"15 20'2"7 5"8 1'7" 1'7" 8'1" 6'6" 14'10"8 6'9"8 19'8"15 4'10"7 20'2"7 5"8 1'9'2"113'1"124'1"1210'2"11(WB1) (WB2) 12' A B C D E F GHI JKLM 512 2X4 6X6 3X4 5X81.5X4 3X4 5X8 5X5 3X5 4X7 3X81.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 341 /-/-/264 /103 /85 E 99 /-/-/75 /50 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.507 Max BC CSI:0.091 Max W eb CSI:0.073 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T130 Ply: 1 Qty:3 SEQN:12154 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T395 DrwNo:079.20.1313.28369 AK /DF 03/19/2020 3'0"12 3'0"12 3'0"121'8" 7"12 1'11"12'3"712'A B C D E 5 12 4X6(E5) 3X4 1.5X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 341 /-/-/264 /103 /85 E 99 /-/-/75 /50 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.507 Max BC CSI:0.091 Max W eb CSI:0.073 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T130 Ply: 1 Qty:3 SEQN:12154 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T395 DrwNo:079.20.1313.28369 AK /DF 03/19/2020 3'0"12 3'0"12 3'0"121'8" 7"12 1'11"12'3"712'A B C D E 5 12 4X6(E5) 3X4 1.5X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 142 /-/-/102 /33 /54 D 142 /-/-/106 /65 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 362 -461 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.004 B - - HORZ(TL):0.010 B - - Creep Factor: 2.0 Max TC CSI:0.301 Max BC CSI:0.103 Max W eb CSI:0.107 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T130A Ply: 1 Qty:1 SEQN:12157 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T394 DrwNo:079.20.1313.27839 AK /DF 03/19/2020 3'0"12 3'0"12 3'0"12 7"12 1'11"112' A B C D 5 12 4X6(E5) 3X4 1.5X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 142 /-/-/102 /33 /54 D 142 /-/-/106 /65 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 362 -461 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.004 B - - HORZ(TL):0.010 B - - Creep Factor: 2.0 Max TC CSI:0.301 Max BC CSI:0.103 Max W eb CSI:0.107 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T130A Ply: 1 Qty:1 SEQN:12157 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T394 DrwNo:079.20.1313.27839 AK /DF 03/19/2020 3'0"12 3'0"12 3'0"12 7"12 1'11"112' A B C D 5 12 4X6(E5) 3X4 1.5X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 71 plf at -2.48 to 71 plf at 33.81 BC: From 21 plf at -2.48 to 21 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 31.33 BC: From 21 plf at 31.33 to 21 plf at 33.81 TC: -14 lb Conc. Load at 2.40,28.93 TC: 96 lb Conc. Load at 5.23,26.11 TC: 199 lb Conc. Load at 8.06 TC: 169 lb Conc. Load at 10.88,20.45 TC: 34 lb Conc. Load at 12.60,18.73 TC: 26 lb Conc. Load at 14.06,18.06 TC: 86 lb Conc. Load at 16.06 TC: 200 lb Conc. Load at 23.28 BC: 20 lb Conc. Load at 2.40,28.93 BC: 64 lb Conc. Load at 5.23,26.11 BC: 35 lb Conc. Load at 8.06 BC: -472 lb Conc. Load at 10.88,20.45 BC: 56 lb Conc. Load at 12.60,18.73 BC: 137 lb Conc. Load at 14.06,18.06 BC: 201 lb Conc. Load at 16.06 BC: 34 lb Conc. Load at 23.28 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 822 /-/-/-/519 /- S 1330 /-/-/-/1392 /- N 1382 /-/-/-/1419 /- U 820 /-/-/-/518 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 S Brg Width = 8.5 Min Req =1.5 N Brg Width = 8.5 Min Req =1.5 U Brg Width = 11.3 Min Req =1.5 Bearings B, S, N, & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 253 -490 Chords Tens.Comp. H - I 251 -487 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 439 -215 T - S 433 -218 Chords Tens.Comp. L - K 431 -216 K - I 437 -213 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 308 -562 S - R 383 -688 R - D 401 -731 D - P 468 -188 Webs Tens.Comp. O - G 499 -210 G - M 419 -753 M - L 397 -715 L - H 309 -562 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.08 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.13 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.021 Q 999 360 VERT(CL):-0.041 Q 999 240 HORZ(LL):-0.014 N - - HORZ(TL):0.026 N - - Creep Factor: 2.0 Max TC CSI:0.416 Max BC CSI:0.432 Max W eb CSI:0.174 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T131 Ply: 2 Qty:1 SEQN:12361 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T107 DrwNo:079.20.1313.41693 AK /DF 03/19/2020 2 Complete Trusses Required 10'8"4 9'11"8 10'8"4 5'7"5 5'7"5 10'7"15 5'0"9 12'7"3 1'11"4 18'8"13 6'1"10 20'8"1 1'11"4 25'8"11 5'0"9 31'4" 5'7"5 5'5"9 5'5"9 10'11"7 5'5"13 12'7"3 1'7"12 18'7"1 5'11"14 20'8"1 2'1" 25'10"7 5'2"5 31'4" 5'5"92'5"12 2'5"12 6"31'4'3"34'9"824'0"12A B C D E F G H I J K LMNOP QRST U 3.57 12 3X4(B1)1.5X4 3X4 6X63X3 3X4 5X8 3X4 3X8 5X5 3X4 3X36X6 3X4 1.5X4 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 71 plf at -2.48 to 71 plf at 33.81 BC: From 21 plf at -2.48 to 21 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 31.33 BC: From 21 plf at 31.33 to 21 plf at 33.81 TC: -14 lb Conc. Load at 2.40,28.93 TC: 96 lb Conc. Load at 5.23,26.11 TC: 199 lb Conc. Load at 8.06 TC: 169 lb Conc. Load at 10.88,20.45 TC: 34 lb Conc. Load at 12.60,18.73 TC: 26 lb Conc. Load at 14.06,18.06 TC: 86 lb Conc. Load at 16.06 TC: 200 lb Conc. Load at 23.28 BC: 20 lb Conc. Load at 2.40,28.93 BC: 64 lb Conc. Load at 5.23,26.11 BC: 35 lb Conc. Load at 8.06 BC: -472 lb Conc. Load at 10.88,20.45 BC: 56 lb Conc. Load at 12.60,18.73 BC: 137 lb Conc. Load at 14.06,18.06 BC: 201 lb Conc. Load at 16.06 BC: 34 lb Conc. Load at 23.28 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 822 /-/-/-/519 /- S 1330 /-/-/-/1392 /- N 1382 /-/-/-/1419 /- U 820 /-/-/-/518 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 S Brg Width = 8.5 Min Req =1.5 N Brg Width = 8.5 Min Req =1.5 U Brg Width = 11.3 Min Req =1.5 Bearings B, S, N, & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 253 -490 Chords Tens.Comp. H - I 251 -487 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 439 -215 T - S 433 -218 Chords Tens.Comp. L - K 431 -216 K - I 437 -213 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 308 -562 S - R 383 -688 R - D 401 -731 D - P 468 -188 Webs Tens.Comp. O - G 499 -210 G - M 419 -753 M - L 397 -715 L - H 309 -562 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.08 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.13 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.021 Q 999 360 VERT(CL):-0.041 Q 999 240 HORZ(LL):-0.014 N - - HORZ(TL):0.026 N - - Creep Factor: 2.0 Max TC CSI:0.416 Max BC CSI:0.432 Max W eb CSI:0.174 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T131 Ply: 2 Qty:1 SEQN:12361 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T107 DrwNo:079.20.1313.41693 AK /DF 03/19/2020 2 Complete Trusses Required 10'8"4 9'11"8 10'8"4 5'7"5 5'7"5 10'7"15 5'0"9 12'7"3 1'11"4 18'8"13 6'1"10 20'8"1 1'11"4 25'8"11 5'0"9 31'4" 5'7"5 5'5"9 5'5"9 10'11"7 5'5"13 12'7"3 1'7"12 18'7"1 5'11"14 20'8"1 2'1" 25'10"7 5'2"5 31'4" 5'5"92'5"12 2'5"12 6"31'4'3"34'9"824'0"12A B C D E F G H I J K LMNOP QRST U 3.57 12 3X4(B1)1.5X4 3X4 6X63X3 3X4 5X8 3X4 3X8 5X5 3X4 3X36X6 3X4 1.5X4 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 473 /-/-/263 /297 /204 AG 1266 /-/-/807 /669 /- AI 1265 /-/-/742 /669 /- AJ 473 /-/-/359 /297 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 AG Brg Width = 8.5 Min Req =2.0 AI Brg Width = 8.5 Min Req =2.0 AJ Brg Width = 3.5 Min Req =1.5 Bearings B, AG, AI, & AJ Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 635 -378 E - F 1055 -922 F - G 1030 -862 G - H 1009 -806 Chords Tens.Comp. H - I 1015 -861 I - J 1046 -922 J - K 654 -378 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Y 871 -535 Y - X 804 -406 Chords Tens.Comp. X - U 871 -550 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AG 381 -317 D -AF 927 -1062 D -AE 876 -684 AG-AF 929 -1087 AE-AD 448 -531 AD- E 517 -624 AD-AA 430 -252 E -AA 510 -338 Webs Tens.Comp. U - J 510 -347 U - S 430 -244 J - S 510 -624 S - R 444 -531 R - K 876 -676 Q - K 926 -1061 Q - P 928 -1086 P - L 386 -317 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 Y 999 360 VERT(CL):0.087 Y 999 240 HORZ(LL):0.024 T - - HORZ(TL):0.065 T - - Creep Factor: 2.0 Max TC CSI:0.502 Max BC CSI:0.442 Max W eb CSI:0.651 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T132 Ply: 1 Qty:1 SEQN:16295 COMN FROM: Cust: R 761 JRef:1WTP7610004 T261 DrwNo:080.20.1107.27980 JB /DF 03/20/2020 4"7'4"4 17'11"8 7'4"4 4" 3'10"12 3'10"12 7'6" 3'7"4 10'4" 2'10" 13'1"15 2'9"15 15'2"6 2'0"8 18'1"10 2'11"3 20'2"1 2'0"8 23' 2'9"15 25'10" 2'10" 29'5"4 3'7"4 33'4" 3'10"12 3'9" 3'9" 7'9"8 4'0"8 10'7"8 2'10" 13'5"7 2'9"15 15'2"6 1'9" 17'11"14 2'9"7 20'2"1 2'2"4 23' 2'9"15 25'6"8 2'6"8 29'7" 4'0"8 33'4" 3'9"1'8"1'8" 6"33'7"111'1'6"2'5'11"36'5"224'0"12A B C D E F G H I J K L M N O P QRST U VWXY ZAA ABACAD AEAFAGAH AI AJ 5 12 3.57 12 3X4(B1)1.5X4 5X8 6X63X3 4X45X5 6X81.5X4 5X8 3X8 5X5 6X81.5X4 5X54X4 3X3 5X8 6X6 1.5X4 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 473 /-/-/263 /297 /204 AG 1266 /-/-/807 /669 /- AI 1265 /-/-/742 /669 /- AJ 473 /-/-/359 /297 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 AG Brg Width = 8.5 Min Req =2.0 AI Brg Width = 8.5 Min Req =2.0 AJ Brg Width = 3.5 Min Req =1.5 Bearings B, AG, AI, & AJ Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 635 -378 E - F 1055 -922 F - G 1030 -862 G - H 1009 -806 Chords Tens.Comp. H - I 1015 -861 I - J 1046 -922 J - K 654 -378 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Y 871 -535 Y - X 804 -406 Chords Tens.Comp. X - U 871 -550 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AG 381 -317 D -AF 927 -1062 D -AE 876 -684 AG-AF 929 -1087 AE-AD 448 -531 AD- E 517 -624 AD-AA 430 -252 E -AA 510 -338 Webs Tens.Comp. U - J 510 -347 U - S 430 -244 J - S 510 -624 S - R 444 -531 R - K 876 -676 Q - K 926 -1061 Q - P 928 -1086 P - L 386 -317 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 Y 999 360 VERT(CL):0.087 Y 999 240 HORZ(LL):0.024 T - - HORZ(TL):0.065 T - - Creep Factor: 2.0 Max TC CSI:0.502 Max BC CSI:0.442 Max W eb CSI:0.651 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T132 Ply: 1 Qty:1 SEQN:16295 COMN FROM: Cust: R 761 JRef:1WTP7610004 T261 DrwNo:080.20.1107.27980 JB /DF 03/20/2020 4"7'4"4 17'11"8 7'4"4 4" 3'10"12 3'10"12 7'6" 3'7"4 10'4" 2'10" 13'1"15 2'9"15 15'2"6 2'0"8 18'1"10 2'11"3 20'2"1 2'0"8 23' 2'9"15 25'10" 2'10" 29'5"4 3'7"4 33'4" 3'10"12 3'9" 3'9" 7'9"8 4'0"8 10'7"8 2'10" 13'5"7 2'9"15 15'2"6 1'9" 17'11"14 2'9"7 20'2"1 2'2"4 23' 2'9"15 25'6"8 2'6"8 29'7" 4'0"8 33'4" 3'9"1'8"1'8" 6"33'7"111'1'6"2'5'11"36'5"224'0"12A B C D E F G H I J K L M N O P QRST U VWXY ZAA ABACAD AEAFAGAH AI AJ 5 12 3.57 12 3X4(B1)1.5X4 5X8 6X63X3 4X45X5 6X81.5X4 5X8 3X8 5X5 6X81.5X4 5X54X4 3X3 5X8 6X6 1.5X4 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 5X8 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 563 /-/-/348 /342 /166 Y 1145 /-/-/688 /614 /- AA 1145 /-/-/652 /616 /- AB 563 /-/-/402 /341 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 8.5 Min Req =1.8 AA Brg Width = 8.5 Min Req =1.8 AB Brg Width = 8.0 Min Req =1.5 Bearings B, Y, AA, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 810 -667 D - E 616 -436 E - F 702 -552 F - G 704 -520 Chords Tens.Comp. G - H 688 -558 H - I 597 -436 J - K 826 -667 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 584 -590 Z - Y 591 -581 V - T 389 -133 T - S 519 -174 Chords Tens.Comp. S - P 388 -140 N - M 591 -571 M - K 584 -581 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 710 -681 Y - X 779 -963 X - D 754 -917 D - V 522 -260 Webs Tens.Comp. P - I 523 -272 I - O 763 -918 O - N 789 -964 N - J 705 -682 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.021 Z 999 360 VERT(CL):0.046 Z 999 240 HORZ(LL):0.012 J - - HORZ(TL):0.014 J - - Creep Factor: 2.0 Max TC CSI:0.822 Max BC CSI:0.510 Max W eb CSI:0.603 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T131A Ply: 1 Qty:1 SEQN:12364 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T124 DrwNo:079.20.1313.36576 AK /DF 03/19/2020 9'8"4 13'11"8 9'8"4 2'6" 2'6" 9'9"15 7'3"15 12'4" 2'6"1 14'4"13 2'0"13 18'11"3 4'6"6 21' 2'0"13 23'6"1 2'6"1 30'10" 7'3"15 33'4" 2'6" 2'7"12 2'7"12 9'9"15 7'2"3 12'7"8 2'9"9 14'4"13 1'9"5 18'9"7 4'4"10 21' 2'2"9 23'6"1 2'6"1 30'8"4 7'2"3 33'4" 2'7"121'8" 1'8" 6"3 1'6"111'1'6"5'1"35'7"224'0"12A B C D E F G H I J K L M N OPQRST UVW XYZ AA AB 5 12 3.57 12 3X4(B1)1.5X4 6X65X5 3X4 1.5X4 3X4 3X4 3X8 5X5 3X4 1.5X4 3X4 5X56X6 1.5X4 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 5X8 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 563 /-/-/348 /342 /166 Y 1145 /-/-/688 /614 /- AA 1145 /-/-/652 /616 /- AB 563 /-/-/402 /341 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 8.5 Min Req =1.8 AA Brg Width = 8.5 Min Req =1.8 AB Brg Width = 8.0 Min Req =1.5 Bearings B, Y, AA, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 810 -667 D - E 616 -436 E - F 702 -552 F - G 704 -520 Chords Tens.Comp. G - H 688 -558 H - I 597 -436 J - K 826 -667 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 584 -590 Z - Y 591 -581 V - T 389 -133 T - S 519 -174 Chords Tens.Comp. S - P 388 -140 N - M 591 -571 M - K 584 -581 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 710 -681 Y - X 779 -963 X - D 754 -917 D - V 522 -260 Webs Tens.Comp. P - I 523 -272 I - O 763 -918 O - N 789 -964 N - J 705 -682 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.021 Z 999 360 VERT(CL):0.046 Z 999 240 HORZ(LL):0.012 J - - HORZ(TL):0.014 J - - Creep Factor: 2.0 Max TC CSI:0.822 Max BC CSI:0.510 Max W eb CSI:0.603 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T131A Ply: 1 Qty:1 SEQN:12364 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T124 DrwNo:079.20.1313.36576 AK /DF 03/19/2020 9'8"4 13'11"8 9'8"4 2'6" 2'6" 9'9"15 7'3"15 12'4" 2'6"1 14'4"13 2'0"13 18'11"3 4'6"6 21' 2'0"13 23'6"1 2'6"1 30'10" 7'3"15 33'4" 2'6" 2'7"12 2'7"12 9'9"15 7'2"3 12'7"8 2'9"9 14'4"13 1'9"5 18'9"7 4'4"10 21' 2'2"9 23'6"1 2'6"1 30'8"4 7'2"3 33'4" 2'7"121'8" 1'8" 6"3 1'6"111'1'6"5'1"35'7"224'0"12A B C D E F G H I J K L M N OPQRST UVW XYZ AA AB 5 12 3.57 12 3X4(B1)1.5X4 6X65X5 3X4 1.5X4 3X4 3X4 3X8 5X5 3X4 1.5X4 3X4 5X56X6 1.5X4 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 489 /-/-/270 /313 /242 AI 1232 /-/-/813 /668 /- O 1230 /-/-/712 /666 /- AJ 490 /-/-/372 /314 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AI Brg Width = 6.0 Min Req =2.0 O Brg Width = 6.0 Min Req =2.0 AJ Brg Width = 8.0 Min Req =1.5 Bearings B, AI, O, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 849 -638 E - F 1180 -917 F - G 1280 -876 G - H 1165 -788 Chords Tens.Comp. H - I 1150 -857 I - J 1167 -907 J - K 843 -641 L - M 382 -293 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AE-AB 565 -426 AB- Z 582 -439 Z - Y 777 -498 Chords Tens.Comp. Y - X 801 -633 X - U 585 -457 U - Q 570 -444 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AI-AH 998 -1022 AH- D 891 -936 D -AE 767 -693 AE- E 471 -421 Webs Tens.Comp. J - Q 469 -415 Q - K 768 -704 K - P 902 -937 P - O 1003 -1021 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.018 Y 999 360 VERT(CL):0.041 Y 999 240 HORZ(LL):0.019 O - - HORZ(TL):0.023 T - - Creep Factor: 2.0 Max TC CSI:0.577 Max BC CSI:0.483 Max W eb CSI:0.402 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T133 Ply: 1 Qty:1 SEQN:12375 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T108 DrwNo:079.20.1313.31692 AK /DF 03/19/2020 7'7"18'2"7'7" 9'4"12 2'(TYP)10'6"8 3'11"15 3'11"15 7'9"4 3'9"5 9'6"8 1'9"4 12'6" 2'11"8 16' 3'6" 17'4" 1'4" 20'10" 3'6" 23'9"8 2'11"8 25'6"12 1'9"4 29'4"1 3'9"5 33'4" 3'11"15 7'9"4 7'9"4 9'10" 2'0"12 11'10" 2' 12'7"12 9"12 17'2"4 4'6"8 20'10" 3'7"12 21'11"15 1'1"15 23'9"8 1'9"9 25'6"12 1'9"4 33'4" 7'9"41'8"1'8" 6"35'8"111'1'6"2'6'9"37'3"224'0"12A B C D E F G H I J K L M NOP QR S TUVWXYZAAAB ACADAE AFAGAHAI AJ 5 12 3.57 12 3X4(B1) 1.5X4 6X65X5 3X4 5X83X31.5X4 3X4 1.5X6(++) 5X5 3X8 5X5 3X8 5X5 5X8 3X41.5X6(++) 3X4 5X83X31.5X4 3X4 5X56X6 1.5X4 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 489 /-/-/270 /313 /242 AI 1232 /-/-/813 /668 /- O 1230 /-/-/712 /666 /- AJ 490 /-/-/372 /314 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AI Brg Width = 6.0 Min Req =2.0 O Brg Width = 6.0 Min Req =2.0 AJ Brg Width = 8.0 Min Req =1.5 Bearings B, AI, O, & M Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 849 -638 E - F 1180 -917 F - G 1280 -876 G - H 1165 -788 Chords Tens.Comp. H - I 1150 -857 I - J 1167 -907 J - K 843 -641 L - M 382 -293 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AE-AB 565 -426 AB- Z 582 -439 Z - Y 777 -498 Chords Tens.Comp. Y - X 801 -633 X - U 585 -457 U - Q 570 -444 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AI-AH 998 -1022 AH- D 891 -936 D -AE 767 -693 AE- E 471 -421 Webs Tens.Comp. J - Q 469 -415 Q - K 768 -704 K - P 902 -937 P - O 1003 -1021 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.018 Y 999 360 VERT(CL):0.041 Y 999 240 HORZ(LL):0.019 O - - HORZ(TL):0.023 T - - Creep Factor: 2.0 Max TC CSI:0.577 Max BC CSI:0.483 Max W eb CSI:0.402 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T133 Ply: 1 Qty:1 SEQN:12375 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T108 DrwNo:079.20.1313.31692 AK /DF 03/19/2020 7'7"18'2"7'7" 9'4"12 2'(TYP)10'6"8 3'11"15 3'11"15 7'9"4 3'9"5 9'6"8 1'9"4 12'6" 2'11"8 16' 3'6" 17'4" 1'4" 20'10" 3'6" 23'9"8 2'11"8 25'6"12 1'9"4 29'4"1 3'9"5 33'4" 3'11"15 7'9"4 7'9"4 9'10" 2'0"12 11'10" 2' 12'7"12 9"12 17'2"4 4'6"8 20'10" 3'7"12 21'11"15 1'1"15 23'9"8 1'9"9 25'6"12 1'9"4 33'4" 7'9"41'8"1'8" 6"35'8"111'1'6"2'6'9"37'3"224'0"12A B C D E F G H I J K L M NOP QR S TUVWXYZAAAB ACADAE AFAGAHAI AJ 5 12 3.57 12 3X4(B1) 1.5X4 6X65X5 3X4 5X83X31.5X4 3X4 1.5X6(++) 5X5 3X8 5X5 3X8 5X5 5X8 3X41.5X6(++) 3X4 5X83X31.5X4 3X4 5X56X6 1.5X4 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 494 /-/-/270 /297 /250 AC 1234 /-/-/823 /697 /- K 1244 /-/-/739 /702 /- AD 323 /-/-/226 /200 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AC Brg Width = 6.0 Min Req =2.0 K Brg Width = 6.0 Min Req =2.0 AD Brg Width = 8.0 Min Req =1.5 Bearings B, AC, K, & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 711 -721 E - F 911 -917 F - G 916 -917 Chords Tens.Comp. G - H 741 -729 I - J 481 -357 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Y - V 705 -419 V - T 710 -455 Chords Tens.Comp. T - Q 715 -460 Q - M 710 -424 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AC-AB 806 -1020 AB- D 695 -937 D - Y 926 -706 Y - E 500 -488 G - M 485 -478 Webs Tens.Comp. M - H 920 -695 H - L 686 -927 L - K 787 -999 K - I 522 -392 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.70 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.044 S 999 360 VERT(CL):0.094 U 999 240 HORZ(LL):0.012 AA - - HORZ(TL):0.022 P - - Creep Factor: 2.0 Max TC CSI:0.797 Max BC CSI:0.579 Max W eb CSI:0.357 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T134 Ply: 1 Qty:3 SEQN:12381 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T133 DrwNo:079.20.1313.26934 AK /DF 03/19/2020 7'7"18'2"7'7" 9'4"12 2'(TYP)10'6"8 3'11"15 3'11"15 7'8"14 3'8"15 9'6"8 1'9"10 16'8" 7'1"8 23'9"14 7'1"14 25'6"12 1'8"14 29'4"1 3'9"5 33'4" 3'11"15 7'9"4 7'9"4 9'10" 2'0"12 11'10" 2' 16'8" 4'10" 21'11"15 5'3"15 23'9"8 1'9"9 25'6"12 1'9"4 33'4" 7'9"41'8" 6"31'1'6"2'7'5"87'11"724'0"12A B C D E F G H I JKLMN O PQRST UVW XYZ AAABAC AD 5 12 3X4(B1) 6X65X5 5X5 5X83X3 3X4 1.5X6(++) 6X6 3X8 1.5X6(++) 5X5 5X83X3 3X4 5X56X6 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 494 /-/-/270 /297 /250 AC 1234 /-/-/823 /697 /- K 1244 /-/-/739 /702 /- AD 323 /-/-/226 /200 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AC Brg Width = 6.0 Min Req =2.0 K Brg Width = 6.0 Min Req =2.0 AD Brg Width = 8.0 Min Req =1.5 Bearings B, AC, K, & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 711 -721 E - F 911 -917 F - G 916 -917 Chords Tens.Comp. G - H 741 -729 I - J 481 -357 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Y - V 705 -419 V - T 710 -455 Chords Tens.Comp. T - Q 715 -460 Q - M 710 -424 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AC-AB 806 -1020 AB- D 695 -937 D - Y 926 -706 Y - E 500 -488 G - M 485 -478 Webs Tens.Comp. M - H 920 -695 H - L 686 -927 L - K 787 -999 K - I 522 -392 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.70 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.044 S 999 360 VERT(CL):0.094 U 999 240 HORZ(LL):0.012 AA - - HORZ(TL):0.022 P - - Creep Factor: 2.0 Max TC CSI:0.797 Max BC CSI:0.579 Max W eb CSI:0.357 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T134 Ply: 1 Qty:3 SEQN:12381 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T133 DrwNo:079.20.1313.26934 AK /DF 03/19/2020 7'7"18'2"7'7" 9'4"12 2'(TYP)10'6"8 3'11"15 3'11"15 7'8"14 3'8"15 9'6"8 1'9"10 16'8" 7'1"8 23'9"14 7'1"14 25'6"12 1'8"14 29'4"1 3'9"5 33'4" 3'11"15 7'9"4 7'9"4 9'10" 2'0"12 11'10" 2' 16'8" 4'10" 21'11"15 5'3"15 23'9"8 1'9"9 25'6"12 1'9"4 33'4" 7'9"41'8" 6"31'1'6"2'7'5"87'11"724'0"12A B C D E F G H I JKLMN O PQRST UVW XYZ AAABAC AD 5 12 3X4(B1) 6X65X5 5X5 5X83X3 3X4 1.5X6(++) 6X6 3X8 1.5X6(++) 5X5 5X83X3 3X4 5X56X6 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 501 /-/-/264 /316 /250 AD 1212 /-/-/830 /669 /- L 1251 /-/-/733 /712 /- AE 323 /-/-/226 /198 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AD Brg Width = 6.0 Min Req =1.9 L Brg Width = 6.0 Min Req =2.0 AE Brg Width = 8.0 Min Req =1.5 Bearings B, AD, L, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 388 -318 D - E 920 -964 E - F 985 -954 F - G 948 -838 Chords Tens.Comp. G - H 915 -910 H - I 758 -741 J - K 476 -356 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 835 -520 U - R 735 -480 Chords Tens.Comp. R - N 734 -440 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AD-AC 773 -1002 AC- D 759 -969 D - Z 963 -646 Z - V 762 -466 H - N 520 -495 Webs Tens.Comp. N - I 950 -725 I - M 693 -931 M - L 800 -1005 L - J 525 -394 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.70 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.054 T 999 360 VERT(CL):0.113 T 999 240 HORZ(LL):0.014 L - - HORZ(TL):0.023 Q - - Creep Factor: 2.0 Max TC CSI:0.712 Max BC CSI:0.507 Max W eb CSI:0.345 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T135 Ply: 1 Qty:1 SEQN:12385 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T80 DrwNo:079.20.1313.40664 AK /DF 03/19/2020 7'7"18'2"7'7" 3'11"15 3'11"15 7'8"14 3'8"15 9'8"4 1'11"6 13'2"2 3'5"14 16'8" 3'5"14 23'9"14 7'1"14 25'6"12 1'8"14 29'4"1 3'9"5 33'4" 3'11"15 7'9"4 7'9"4 9'6"8 1'9"4 11'10" 2'3"8 13'0"6 1'2"6 16'8" 3'7"10 21'11"10 5'3"10 23'9"8 1'9"14 25'6"12 1'9"4 33'4" 7'9"41'8" 6"32'5"91'6"2'1'7'5"87'11"724'0"12A B C D E F G H I J KLM NO P QRSTUV WXY Z AA AB AC AD AE 5 12 3X4(B1)6X6 3X35X5 6X83X3 1.5X6(++) 3X4 3X8 5X5 3X8 1.5X6(++) 5X5 5X83X3 3X4 5X56X6 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 501 /-/-/264 /316 /250 AD 1212 /-/-/830 /669 /- L 1251 /-/-/733 /712 /- AE 323 /-/-/226 /198 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AD Brg Width = 6.0 Min Req =1.9 L Brg Width = 6.0 Min Req =2.0 AE Brg Width = 8.0 Min Req =1.5 Bearings B, AD, L, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 388 -318 D - E 920 -964 E - F 985 -954 F - G 948 -838 Chords Tens.Comp. G - H 915 -910 H - I 758 -741 J - K 476 -356 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 835 -520 U - R 735 -480 Chords Tens.Comp. R - N 734 -440 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AD-AC 773 -1002 AC- D 759 -969 D - Z 963 -646 Z - V 762 -466 H - N 520 -495 Webs Tens.Comp. N - I 950 -725 I - M 693 -931 M - L 800 -1005 L - J 525 -394 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.70 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.054 T 999 360 VERT(CL):0.113 T 999 240 HORZ(LL):0.014 L - - HORZ(TL):0.023 Q - - Creep Factor: 2.0 Max TC CSI:0.712 Max BC CSI:0.507 Max W eb CSI:0.345 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T135 Ply: 1 Qty:1 SEQN:12385 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T80 DrwNo:079.20.1313.40664 AK /DF 03/19/2020 7'7"18'2"7'7" 3'11"15 3'11"15 7'8"14 3'8"15 9'8"4 1'11"6 13'2"2 3'5"14 16'8" 3'5"14 23'9"14 7'1"14 25'6"12 1'8"14 29'4"1 3'9"5 33'4" 3'11"15 7'9"4 7'9"4 9'6"8 1'9"4 11'10" 2'3"8 13'0"6 1'2"6 16'8" 3'7"10 21'11"10 5'3"10 23'9"8 1'9"14 25'6"12 1'9"4 33'4" 7'9"41'8" 6"32'5"91'6"2'1'7'5"87'11"724'0"12A B C D E F G H I J KLM NO P QRSTUV WXY Z AA AB AC AD AE 5 12 3X4(B1)6X6 3X35X5 6X83X3 1.5X6(++) 3X4 3X8 5X5 3X8 1.5X6(++) 5X5 5X83X3 3X4 5X56X6 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 497 /-/-/273 /305 /250 U 1225 /-/-/818 /690 /- K 1233 /-/-/736 /695 /- V 326 /-/-/227 /207 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 U Brg Width = 6.0 Min Req =1.9 K Brg Width = 6.0 Min Req =2.0 V Brg Width = 8.0 Min Req =1.5 Bearings B, U, K, & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 662 -585 E - F 898 -870 F - G 903 -870 Chords Tens.Comp. G - H 689 -591 I - J 505 -364 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - P 587 -399 Chords Tens.Comp. P - M 591 -403 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - T 792 -1009 T - D 754 -970 D - R 866 -696 R - E 529 -558 G - M 514 -548 Webs Tens.Comp. M - H 857 -681 H - L 740 -961 L - K 773 -992 K - I 521 -391 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.70 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.017 P 999 360 VERT(CL):0.036 P 999 240 HORZ(LL):0.015 K - - HORZ(TL):0.018 K - - Creep Factor: 2.0 Max TC CSI:0.794 Max BC CSI:0.704 Max W eb CSI:0.306 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T136 Ply: 1 Qty:1 SEQN:12389 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T134 DrwNo:079.20.1313.36013 AK /DF 03/19/2020 7'7"18'2"7'7" 3'11"15 3'11"15 7'8"14 3'8"15 9'6"8 1'9"10 16'8" 7'1"8 23'9"14 7'1"14 25'6"12 1'8"14 29'4"1 3'9"5 33'4" 3'11"15 7'9"4 7'9"4 9'10" 2'0"12 16'8" 6'10" 23'9"8 7'1"8 25'6"12 1'9"4 33'4" 7'9"41'8" 6"31'1'6"7'5"87'11"724'0"12A B C D E F G H I JKLMNOP QRS TU V 5 12 3X4(B1) 1.5X4 6X65X5 5X5 5X81.5X4 3X4 6X6 3X8 5X5 5X81.5X4 3X4 5X56X6 1.5X4 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 497 /-/-/273 /305 /250 U 1225 /-/-/818 /690 /- K 1233 /-/-/736 /695 /- V 326 /-/-/227 /207 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 U Brg Width = 6.0 Min Req =1.9 K Brg Width = 6.0 Min Req =2.0 V Brg Width = 8.0 Min Req =1.5 Bearings B, U, K, & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 662 -585 E - F 898 -870 F - G 903 -870 Chords Tens.Comp. G - H 689 -591 I - J 505 -364 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - P 587 -399 Chords Tens.Comp. P - M 591 -403 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - T 792 -1009 T - D 754 -970 D - R 866 -696 R - E 529 -558 G - M 514 -548 Webs Tens.Comp. M - H 857 -681 H - L 740 -961 L - K 773 -992 K - I 521 -391 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.70 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.017 P 999 360 VERT(CL):0.036 P 999 240 HORZ(LL):0.015 K - - HORZ(TL):0.018 K - - Creep Factor: 2.0 Max TC CSI:0.794 Max BC CSI:0.704 Max W eb CSI:0.306 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T136 Ply: 1 Qty:1 SEQN:12389 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T134 DrwNo:079.20.1313.36013 AK /DF 03/19/2020 7'7"18'2"7'7" 3'11"15 3'11"15 7'8"14 3'8"15 9'6"8 1'9"10 16'8" 7'1"8 23'9"14 7'1"14 25'6"12 1'8"14 29'4"1 3'9"5 33'4" 3'11"15 7'9"4 7'9"4 9'10" 2'0"12 16'8" 6'10" 23'9"8 7'1"8 25'6"12 1'9"4 33'4" 7'9"41'8" 6"31'1'6"7'5"87'11"724'0"12A B C D E F G H I JKLMNOP QRS TU V 5 12 3X4(B1) 1.5X4 6X65X5 5X5 5X81.5X4 3X4 6X6 3X8 5X5 5X81.5X4 3X4 5X56X6 1.5X4 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 319 /-/-/190 /196 /219 Q 1250 /-/-/835 /717 /- J 1250 /-/-/745 /717 /- R 319 /-/-/216 /196 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 Q Brg Width = 6.0 Min Req =2.0 J Brg Width = 6.0 Min Req =2.0 R Brg Width = 8.0 Min Req =1.5 Bearings A, Q, J, & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 438 -338 C - D 902 -921 D - E 1135 -902 Chords Tens.Comp. E - F 1135 -902 F - G 903 -921 H - I 440 -338 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - L 624 -245 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 421 -345 Q - P 840 -1043 P - C 831 -968 C - N 766 -485 D - N 652 -464 N - E 406 -565 Webs Tens.Comp. E - L 406 -565 L - F 652 -464 L - G 766 -486 G - K 831 -973 K - J 841 -1047 J - H 421 -346 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.024 D 999 360 VERT(CL):0.050 D 999 240 HORZ(LL):0.013 J - - HORZ(TL):0.022 J - - Creep Factor: 2.0 Max TC CSI:0.637 Max BC CSI:0.529 Max W eb CSI:0.454 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T137 Ply: 1 Qty:1 SEQN:12393 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T26 DrwNo:079.20.1313.37169 AK /DF 03/19/2020 7'7"18'2"7'7" 3'11"9 3'11"9 7'9"4 3'9"11 14'8"12 6'11"8 16'8" 1'11"4 18'7"4 1'11"4 25'6"12 6'11"8 29'4"7 3'9"11 33'4" 3'11"9 7'9"4 7'9"4 14'10"8 7'1"4 18'5"8 3'7" 25'6"12 7'1"4 33'4" 7'9"4 6"31'1'6"7'5"824'0"12 A B C D E F G H IJKLMNO PQ R 5 12 3X4(B1) 5X5 6X65X5 3X4 1.5X4 5X81.5X4 5X5 5X81.5X4 1.5X4 3X4 5X56X6 5X5 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 319 /-/-/190 /196 /219 Q 1250 /-/-/835 /717 /- J 1250 /-/-/745 /717 /- R 319 /-/-/216 /196 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 Q Brg Width = 6.0 Min Req =2.0 J Brg Width = 6.0 Min Req =2.0 R Brg Width = 8.0 Min Req =1.5 Bearings A, Q, J, & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 438 -338 C - D 902 -921 D - E 1135 -902 Chords Tens.Comp. E - F 1135 -902 F - G 903 -921 H - I 440 -338 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - L 624 -245 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 421 -345 Q - P 840 -1043 P - C 831 -968 C - N 766 -485 D - N 652 -464 N - E 406 -565 Webs Tens.Comp. E - L 406 -565 L - F 652 -464 L - G 766 -486 G - K 831 -973 K - J 841 -1047 J - H 421 -346 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.33 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.024 D 999 360 VERT(CL):0.050 D 999 240 HORZ(LL):0.013 J - - HORZ(TL):0.022 J - - Creep Factor: 2.0 Max TC CSI:0.637 Max BC CSI:0.529 Max W eb CSI:0.454 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T137 Ply: 1 Qty:1 SEQN:12393 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T26 DrwNo:079.20.1313.37169 AK /DF 03/19/2020 7'7"18'2"7'7" 3'11"9 3'11"9 7'9"4 3'9"11 14'8"12 6'11"8 16'8" 1'11"4 18'7"4 1'11"4 25'6"12 6'11"8 29'4"7 3'9"11 33'4" 3'11"9 7'9"4 7'9"4 14'10"8 7'1"4 18'5"8 3'7" 25'6"12 7'1"4 33'4" 7'9"4 6"31'1'6"7'5"824'0"12 A B C D E F G H IJKLMNO PQ R 5 12 3X4(B1) 5X5 6X65X5 3X4 1.5X4 5X81.5X4 5X5 5X81.5X4 1.5X4 3X4 5X56X6 5X5 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B2 2x6 SP M-26; Webs: 2x4 SP #2; W1,W14 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 36 plf at 0.00 to 36 plf at 9.33 TC: From 73 plf at 9.33 to 73 plf at 18.67 BC: From 10 plf at 0.00 to 10 plf at 18.67 BC: 1274 lb Conc. Load at 1.94, 3.94, 5.94 BC: 830 lb Conc. Load at 7.94 BC: 843 lb Conc. Load at 9.94 BC: 566 lb Conc. Load at 11.94 BC: 759 lb Conc. Load at 13.94 BC: 766 lb Conc. Load at 15.94 BC: 774 lb Conc. Load at 17.94 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 4942 /-/-/-/3204 /- P 4620 /-/-/-/2628 /- Wind reactions based on MWFRS O Brg Width = 6.0 Min Req =4.4 P Brg Width = 6.0 Min Req =4.1 Bearings O & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1635 -2609 C - D 1629 -2599 Chords Tens.Comp. D - E 1514 -2538 E - F 1512 -2534 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1718 -1108 L - J 1968 -1216 Chords Tens.Comp. I - H 1344 -777 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - B 1763 -2736 B - N 551 -390 B - L 852 -484 N - L 1933 -1243 L - D 1282 -840 Webs Tens.Comp. D - J 743 -339 J - F 1279 -784 J - I 1507 -868 F - H 1379 -2384 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.58 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.067 L 999 360 VERT(CL):0.112 L 999 240 HORZ(LL):-0.044 H - - HORZ(TL):0.075 H - - Creep Factor: 2.0 Max TC CSI:0.353 Max BC CSI:0.821 Max W eb CSI:0.792 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T138 Ply: 2 Qty:1 SEQN:16318 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T31 DrwNo:080.20.1107.35927 JB /DF 03/20/2020 2 Complete Trusses Required B2 W1 W14 18'8" 3'9"4 3'9"4 7'4"12 3'7"8 9'4" 1'11"4 12'3"12 2'11"12 15'7"8 3'3"12 18'8" 3'0"8 3'11"8 3'11"8 7'6"8 3'7" 12'2" 4'7"8 15'7"8 3'5"8 18'8" 3'0"83'6"144'10"11'6"7'5"824'0"12 A B C D E F G HI J KLMNO P 5 12 1.5X4 10X10 4X12 5X8 1.5X4 8X83X8 5X5 7X81.5X6 1.5X4 5X14 3X6 1.5X4 10X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B2 2x6 SP M-26; Webs: 2x4 SP #2; W1,W14 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 36 plf at 0.00 to 36 plf at 9.33 TC: From 73 plf at 9.33 to 73 plf at 18.67 BC: From 10 plf at 0.00 to 10 plf at 18.67 BC: 1274 lb Conc. Load at 1.94, 3.94, 5.94 BC: 830 lb Conc. Load at 7.94 BC: 843 lb Conc. Load at 9.94 BC: 566 lb Conc. Load at 11.94 BC: 759 lb Conc. Load at 13.94 BC: 766 lb Conc. Load at 15.94 BC: 774 lb Conc. Load at 17.94 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 4942 /-/-/-/3204 /- P 4620 /-/-/-/2628 /- Wind reactions based on MWFRS O Brg Width = 6.0 Min Req =4.4 P Brg Width = 6.0 Min Req =4.1 Bearings O & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1635 -2609 C - D 1629 -2599 Chords Tens.Comp. D - E 1514 -2538 E - F 1512 -2534 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1718 -1108 L - J 1968 -1216 Chords Tens.Comp. I - H 1344 -777 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - B 1763 -2736 B - N 551 -390 B - L 852 -484 N - L 1933 -1243 L - D 1282 -840 Webs Tens.Comp. D - J 743 -339 J - F 1279 -784 J - I 1507 -868 F - H 1379 -2384 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.58 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.067 L 999 360 VERT(CL):0.112 L 999 240 HORZ(LL):-0.044 H - - HORZ(TL):0.075 H - - Creep Factor: 2.0 Max TC CSI:0.353 Max BC CSI:0.821 Max W eb CSI:0.792 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T138 Ply: 2 Qty:1 SEQN:16318 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T31 DrwNo:080.20.1107.35927 JB /DF 03/20/2020 2 Complete Trusses Required B2 W1 W14 18'8" 3'9"4 3'9"4 7'4"12 3'7"8 9'4" 1'11"4 12'3"12 2'11"12 15'7"8 3'3"12 18'8" 3'0"8 3'11"8 3'11"8 7'6"8 3'7" 12'2" 4'7"8 15'7"8 3'5"8 18'8" 3'0"83'6"144'10"11'6"7'5"824'0"12 A B C D E F G HI J KLMNO P 5 12 1.5X4 10X10 4X12 5X8 1.5X4 8X83X8 5X5 7X81.5X6 1.5X4 5X14 3X6 1.5X4 10X10 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2352 /-/-/-/1559 /- I 2296 /-/-/-/1518 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 I Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 973 -1458 B - C 1809 -2719 C - D 1639 -2468 D - E 1820 -2727 Chords Tens.Comp. E - F 1820 -2727 F - G 1588 -2397 G - H 1755 -2643 H - I 948 -1422 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 1303 -869 R - P 2705 -1797 P - O 2391 -1587 Chords Tens.Comp. O - N 2324 -1538 N - K 2629 -1742 J - I 1272 -846 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 1435 -958 T - R 1040 -687 O - F 438 -306 Webs Tens.Comp. K - J 1016 -669 K - H 1390 -925 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.85 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.264 E 999 360 VERT(CL):0.434 E 767 240 HORZ(LL):-0.075 J - - HORZ(TL):0.124 J - - Creep Factor: 2.0 Max TC CSI:0.400 Max BC CSI:0.310 Max W eb CSI:0.343 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T139 Ply: 3 Qty:1 SEQN:12399 /COMN FROM: Page 1 of 2 Cust: R 761 JRef:1WTP7610004 T90 DrwNo:079.20.1313.26952 AK /DF 03/19/2020 3 Complete Trusses Required 28' 2'1"14 2'1"14 5'1"14 3' 8'8"13 3'6"15 14' 5'3"3 19'3"3 5'3"3 22'10"2 3'6"15 25'10"2 3' 28' 2'1"14 2'5"6 2'5"6 5'5"6 3' 8'8"13 3'3"7 14' 5'3"3 19'3"3 5'3"3 22'10"2 3'6"15 25'6"10 2'8"8 28' 2'5"6 6"31'5"6"3'0"1124'0"12 A B C D E F G H I JKL MNOP QRST 5 12 3 12 3X4(B1) 6X8 3X4 5X81.5X4 3X4 4X7 3X4 1.5X4 3X8 4X7 3X4 3X4 5X81.5X4 3X4 6X8 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 2352 /-/-/-/1559 /- I 2296 /-/-/-/1518 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 I Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 973 -1458 B - C 1809 -2719 C - D 1639 -2468 D - E 1820 -2727 Chords Tens.Comp. E - F 1820 -2727 F - G 1588 -2397 G - H 1755 -2643 H - I 948 -1422 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 1303 -869 R - P 2705 -1797 P - O 2391 -1587 Chords Tens.Comp. O - N 2324 -1538 N - K 2629 -1742 J - I 1272 -846 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 1435 -958 T - R 1040 -687 O - F 438 -306 Webs Tens.Comp. K - J 1016 -669 K - H 1390 -925 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.85 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.264 E 999 360 VERT(CL):0.434 E 767 240 HORZ(LL):-0.075 J - - HORZ(TL):0.124 J - - Creep Factor: 2.0 Max TC CSI:0.400 Max BC CSI:0.310 Max W eb CSI:0.343 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T139 Ply: 3 Qty:1 SEQN:12399 /COMN FROM: Page 1 of 2 Cust: R 761 JRef:1WTP7610004 T90 DrwNo:079.20.1313.26952 AK /DF 03/19/2020 3 Complete Trusses Required 28' 2'1"14 2'1"14 5'1"14 3' 8'8"13 3'6"15 14' 5'3"3 19'3"3 5'3"3 22'10"2 3'6"15 25'10"2 3' 28' 2'1"14 2'5"6 2'5"6 5'5"6 3' 8'8"13 3'3"7 14' 5'3"3 19'3"3 5'3"3 22'10"2 3'6"15 25'6"10 2'8"8 28' 2'5"6 6"31'5"6"3'0"1124'0"12 A B C D E F G H I JKL MNOP QRST 5 12 3 12 3X4(B1) 6X8 3X4 5X81.5X4 3X4 4X7 3X4 1.5X4 3X8 4X7 3X4 3X4 5X81.5X4 3X4 6X8 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 2.16 TC: From 35 plf at 2.16 to 35 plf at 25.84 TC: From 72 plf at 25.84 to 72 plf at 28.00 BC: From 20 plf at 0.00 to 20 plf at 2.16 BC: From 10 plf at 2.16 to 10 plf at 25.84 BC: From 20 plf at 25.84 to 20 plf at 28.00 TC: 39 lb Conc. Load at 2.16,25.84 TC: 79 lb Conc. Load at 3.66,24.34 TC: 46 lb Conc. Load at 6.48 TC: 242 lb Conc. Load at 8.80 TC: 108 lb Conc. Load at 10.52,12.52,14.52,16.27 18.27 TC: 134 lb Conc. Load at 19.26 TC: 18 lb Conc. Load at 21.52 BC: 49 lb Conc. Load at 2.16,25.84 BC: 59 lb Conc. Load at 3.66,24.34 BC: 170 lb Conc. Load at 6.48 BC: 385 lb Conc. Load at 8.80 BC: 150 lb Conc. Load at 10.52,12.52,14.52,16.27 18.27 BC: 235 lb Conc. Load at 19.26 BC: 199 lb Conc. Load at 21.52 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T139 Ply: 3 Qty:1 SEQN:12399 /COMN FROM: Page 2 of 2 Cust: R 761 JRef:1WTP7610004 T90 DrwNo:079.20.1313.26952 AK /DF 03/19/2020 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 2.16 TC: From 35 plf at 2.16 to 35 plf at 25.84 TC: From 72 plf at 25.84 to 72 plf at 28.00 BC: From 20 plf at 0.00 to 20 plf at 2.16 BC: From 10 plf at 2.16 to 10 plf at 25.84 BC: From 20 plf at 25.84 to 20 plf at 28.00 TC: 39 lb Conc. Load at 2.16,25.84 TC: 79 lb Conc. Load at 3.66,24.34 TC: 46 lb Conc. Load at 6.48 TC: 242 lb Conc. Load at 8.80 TC: 108 lb Conc. Load at 10.52,12.52,14.52,16.27 18.27 TC: 134 lb Conc. Load at 19.26 TC: 18 lb Conc. Load at 21.52 BC: 49 lb Conc. Load at 2.16,25.84 BC: 59 lb Conc. Load at 3.66,24.34 BC: 170 lb Conc. Load at 6.48 BC: 385 lb Conc. Load at 8.80 BC: 150 lb Conc. Load at 10.52,12.52,14.52,16.27 18.27 BC: 235 lb Conc. Load at 19.26 BC: 199 lb Conc. Load at 21.52 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T139 Ply: 3 Qty:1 SEQN:12399 /COMN FROM: Page 2 of 2 Cust: R 761 JRef:1WTP7610004 T90 DrwNo:079.20.1313.26952 AK /DF 03/19/2020 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1275 /-/-/734 /802 /48 J 1275 /-/-/734 /802 /- Wind reactions based on MWFRS V Brg Width = 6.0 Min Req =1.5 J Brg Width = -Min Req =- Bearing V Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1016 -1101 B - C 1630 -1726 C - D 1320 -1449 D - E 1369 -1495 Chords Tens.Comp. E - F 1369 -1495 F - G 1320 -1449 G - H 1630 -1727 H - I 1016 -1101 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - Q 1640 -1540 Q - P 1385 -1207 Chords Tens.Comp. P - O 1385 -1207 O - L 1640 -1540 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - V 564 -615 A - U 1227 -1132 U - B 895 -942 U - S 1173 -1081 B - S 456 -453 Webs Tens.Comp. L - H 456 -453 L - K 1173 -1081 H - K 895 -942 K - I 1227 -1133 I - J 564 -615 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.89 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.113 E 999 360 VERT(CL):0.222 E 999 240 HORZ(LL):-0.042 J - - HORZ(TL):0.084 J - - Creep Factor: 2.0 Max TC CSI:0.260 Max BC CSI:0.399 Max W eb CSI:0.277 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T140 Ply: 2 Qty:1 SEQN:12414 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T12 DrwNo:079.20.1313.40148 AK /DF 03/19/2020 2 Complete Trusses Required 28' 3'2"8 3'2"8 4'9"12 1'7"4 9'11" 5'1"4 14' 4'1" 18'1" 4'1" 23'2"4 5'1"4 24'9"8 1'7"4 28' 3'2"8 3'0"12 3'0"12 5'5"6 2'4"10 9'11" 4'5"10 14' 4'1" 18'1" 4'1" 22'10"12 4'9"12 24'11"4 2'0"8 28' 3'0"121'10"42'6"46"3'9"924'0"12 A B C D E F G H I JKLM NOPQ RSTUV 5 12 3 12 4X7 1.5X6 4X12 5X6(SRS) 5X8 H0510 4X8 3X4 3X8 4X8 3X4 H0510 5X8 5X6(SRS) 4X12 4X7 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1275 /-/-/734 /802 /48 J 1275 /-/-/734 /802 /- Wind reactions based on MWFRS V Brg Width = 6.0 Min Req =1.5 J Brg Width = -Min Req =- Bearing V Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1016 -1101 B - C 1630 -1726 C - D 1320 -1449 D - E 1369 -1495 Chords Tens.Comp. E - F 1369 -1495 F - G 1320 -1449 G - H 1630 -1727 H - I 1016 -1101 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - Q 1640 -1540 Q - P 1385 -1207 Chords Tens.Comp. P - O 1385 -1207 O - L 1640 -1540 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - V 564 -615 A - U 1227 -1132 U - B 895 -942 U - S 1173 -1081 B - S 456 -453 Webs Tens.Comp. L - H 456 -453 L - K 1173 -1081 H - K 895 -942 K - I 1227 -1133 I - J 564 -615 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.89 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.113 E 999 360 VERT(CL):0.222 E 999 240 HORZ(LL):-0.042 J - - HORZ(TL):0.084 J - - Creep Factor: 2.0 Max TC CSI:0.260 Max BC CSI:0.399 Max W eb CSI:0.277 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T140 Ply: 2 Qty:1 SEQN:12414 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T12 DrwNo:079.20.1313.40148 AK /DF 03/19/2020 2 Complete Trusses Required 28' 3'2"8 3'2"8 4'9"12 1'7"4 9'11" 5'1"4 14' 4'1" 18'1" 4'1" 23'2"4 5'1"4 24'9"8 1'7"4 28' 3'2"8 3'0"12 3'0"12 5'5"6 2'4"10 9'11" 4'5"10 14' 4'1" 18'1" 4'1" 22'10"12 4'9"12 24'11"4 2'0"8 28' 3'0"121'10"42'6"46"3'9"924'0"12 A B C D E F G H I JKLM NOPQ RSTUV 5 12 3 12 4X7 1.5X6 4X12 5X6(SRS) 5X8 H0510 4X8 3X4 3X8 4X8 3X4 H0510 5X8 5X6(SRS) 4X12 4X7 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B3 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W3,W26 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AH 1277 /-/-/733 /824 /51 I 1277 /-/-/733 /824 /- Wind reactions based on MWFRS AH Brg Width = 6.0 Min Req =1.5 I Brg Width = -Min Req =- Bearing AH Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1476 -1505 B - C 1998 -1979 C - D 1521 -1498 D - E 1500 -1442 Chords Tens.Comp. E - F 1509 -1488 F - G 1997 -1979 G - H 1476 -1505 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Y 1804 -1806 Y - X 1788 -1791 X - W 1429 -1367 W -T 1443 -1382 Chords Tens.Comp. T - S 1429 -1367 S - R 1788 -1790 R - O 1804 -1805 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AH 577 -598 A -AF 1579 -1551 AF- B 1019 -992 AF-AA 1597 -1568 AA- C 537 -499 C - X 501 -423 Webs Tens.Comp. S - F 508 -429 F - O 536 -497 O - J 1596 -1567 G - J 1019 -992 J - H 1579 -1551 H - I 577 -598 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.147 U 999 360 VERT(CL):0.290 V 999 240 HORZ(LL):-0.063 I - - HORZ(TL):0.121 I - - Creep Factor: 2.0 Max TC CSI:0.296 Max BC CSI:0.279 Max W eb CSI:0.360 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T141 Ply: 2 Qty:1 SEQN:12411 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T165 DrwNo:079.20.1313.27965 AK /DF 03/19/2020 2 Complete Trusses Required B3 W3 W26 28' 5'2"8 5'2"8 7'9"12 2'7"4 11'3" 3'5"4 16'9" 5'6" 20'2"4 3'5"4 22'9"8 2'7"4 28' 5'2"8 5'0"12 5'0"12 6'6"14 1'6"2 7'9"12 1'2"14 9'3"12 1'6" 9'5"8 1"12 11'3" 1'9"8 13'0"8 1'9"8 13'2"4 1"12 14'9"12 1'7"8 14'11"8 1"12 16'7"4 1'7"12 18'6"8 1'11"4 18'8"4 1"12 20'2"4 1'6" 22'9"8 2'7"4 28' 5'2"82'8"43'9"46"1'4"4'7"924'0"12 A B C D E F G H IJKL MN O PQ RS TUV WX YZ AA AB ACAD AE AFAGAH 5 12 3 12 3X6 6X6 6X8 5X5 1.5X6(++) 5X8 5X6 3X4 4X7 3X4 3X3 3X3 3X8 4X4 3X4 5X6 5X8 1.5X6(++) 5X5 6X8 3X6 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B3 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W3,W26 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AH 1277 /-/-/733 /824 /51 I 1277 /-/-/733 /824 /- Wind reactions based on MWFRS AH Brg Width = 6.0 Min Req =1.5 I Brg Width = -Min Req =- Bearing AH Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1476 -1505 B - C 1998 -1979 C - D 1521 -1498 D - E 1500 -1442 Chords Tens.Comp. E - F 1509 -1488 F - G 1997 -1979 G - H 1476 -1505 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Y 1804 -1806 Y - X 1788 -1791 X - W 1429 -1367 W -T 1443 -1382 Chords Tens.Comp. T - S 1429 -1367 S - R 1788 -1790 R - O 1804 -1805 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AH 577 -598 A -AF 1579 -1551 AF- B 1019 -992 AF-AA 1597 -1568 AA- C 537 -499 C - X 501 -423 Webs Tens.Comp. S - F 508 -429 F - O 536 -497 O - J 1596 -1567 G - J 1019 -992 J - H 1579 -1551 H - I 577 -598 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.147 U 999 360 VERT(CL):0.290 V 999 240 HORZ(LL):-0.063 I - - HORZ(TL):0.121 I - - Creep Factor: 2.0 Max TC CSI:0.296 Max BC CSI:0.279 Max W eb CSI:0.360 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T141 Ply: 2 Qty:1 SEQN:12411 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T165 DrwNo:079.20.1313.27965 AK /DF 03/19/2020 2 Complete Trusses Required B3 W3 W26 28' 5'2"8 5'2"8 7'9"12 2'7"4 11'3" 3'5"4 16'9" 5'6" 20'2"4 3'5"4 22'9"8 2'7"4 28' 5'2"8 5'0"12 5'0"12 6'6"14 1'6"2 7'9"12 1'2"14 9'3"12 1'6" 9'5"8 1"12 11'3" 1'9"8 13'0"8 1'9"8 13'2"4 1"12 14'9"12 1'7"8 14'11"8 1"12 16'7"4 1'7"12 18'6"8 1'11"4 18'8"4 1"12 20'2"4 1'6" 22'9"8 2'7"4 28' 5'2"82'8"43'9"46"1'4"4'7"924'0"12 A B C D E F G H IJKL MN O PQ RS TUV WX YZ AA AB ACAD AE AFAGAH 5 12 3 12 3X6 6X6 6X8 5X5 1.5X6(++) 5X8 5X6 3X4 4X7 3X4 3X3 3X3 3X8 4X4 3X4 5X6 5X8 1.5X6(++) 5X5 6X8 3X6 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1,T7 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2,W13 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 1279 /-/-/736 /849 /54 I 1279 /-/-/736 /849 /- Wind reactions based on MWFRS O Brg Width = 6.0 Min Req =2.0 I Brg Width = -Min Req =- Bearing O Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2060 -2134 B - C 2052 -2022 C - D 1937 -1787 D - E 1909 -1728 Chords Tens.Comp. E - F 2049 -1867 F - G 2042 -2015 G - H 2060 -2133 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 2210 -2147 M - L 1799 -1781 Chords Tens.Comp. L - K 1716 -1671 K - J 2210 -2146 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 1149 -1215 A - N 2326 -2254 N - B 952 -855 B - M 495 -552 C - M 388 -328 Webs Tens.Comp. K - G 498 -550 G - J 953 -861 J - H 2325 -2254 H - I 1148 -1214 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.55 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.113 L 999 360 VERT(CL):0.210 L 999 240 HORZ(LL):-0.031 A - - HORZ(TL):0.058 A - - Creep Factor: 2.0 Max TC CSI:0.592 Max BC CSI:0.745 Max W eb CSI:0.808 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T142 Ply: 1 Qty:1 SEQN:12421 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T129 DrwNo:079.20.1313.38884 AK /DF 03/19/2020 T1 T7 W2 W13 28' 7'2"8 7'2"8 10'9"12 3'7"4 12'7" 1'9"4 15'5" 2'10" 17'2"4 1'9"4 20'9"8 3'7"4 28' 7'2"8 6'10"8 6'10"8 10'9"12 3'11"4 12'8"12 1'11" 17'0"8 4'3"12 21'1"8 4'1" 28' 6'10"83'6"45'0"45'5"9(WB1)(WB1) 24'0"12 A B C D E F G H IJKLMNO 5 12 3 12 4X7 1.5X6 3X8 5X5 5X8 3X4 4X4 5X8 4X4 3X8 5X5 5X5 3X8 4X7 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1,T7 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2,W13 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 1279 /-/-/736 /849 /54 I 1279 /-/-/736 /849 /- Wind reactions based on MWFRS O Brg Width = 6.0 Min Req =2.0 I Brg Width = -Min Req =- Bearing O Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2060 -2134 B - C 2052 -2022 C - D 1937 -1787 D - E 1909 -1728 Chords Tens.Comp. E - F 2049 -1867 F - G 2042 -2015 G - H 2060 -2133 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 2210 -2147 M - L 1799 -1781 Chords Tens.Comp. L - K 1716 -1671 K - J 2210 -2146 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 1149 -1215 A - N 2326 -2254 N - B 952 -855 B - M 495 -552 C - M 388 -328 Webs Tens.Comp. K - G 498 -550 G - J 953 -861 J - H 2325 -2254 H - I 1148 -1214 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.55 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.113 L 999 360 VERT(CL):0.210 L 999 240 HORZ(LL):-0.031 A - - HORZ(TL):0.058 A - - Creep Factor: 2.0 Max TC CSI:0.592 Max BC CSI:0.745 Max W eb CSI:0.808 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T142 Ply: 1 Qty:1 SEQN:12421 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T129 DrwNo:079.20.1313.38884 AK /DF 03/19/2020 T1 T7 W2 W13 28' 7'2"8 7'2"8 10'9"12 3'7"4 12'7" 1'9"4 15'5" 2'10" 17'2"4 1'9"4 20'9"8 3'7"4 28' 7'2"8 6'10"8 6'10"8 10'9"12 3'11"4 12'8"12 1'11" 17'0"8 4'3"12 21'1"8 4'1" 28' 6'10"83'6"45'0"45'5"9(WB1)(WB1) 24'0"12 A B C D E F G H IJKLMNO 5 12 3 12 4X7 1.5X6 3X8 5X5 5X8 3X4 4X4 5X8 4X4 3X8 5X5 5X5 3X8 4X7 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W10 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1274 /-/-/725 /865 /56 H 1274 /-/-/725 /865 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- H Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1554 -1882 C - D 1436 -1657 Chords Tens.Comp. D - E 1365 -1657 E - F 1523 -1939 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1161 -904 K - J 1921 -1541 Chords Tens.Comp. J - I 1975 -1561 I - H 1211 -956 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 1307 -1584 B - K 1017 -841 K - C 582 -544 C - J 501 -587 D - J 854 -672 Webs Tens.Comp. J - E 625 -657 E - I 522 -504 I - F 999 -779 F - H 1275 -1615 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.39 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.086 J 999 360 VERT(CL):0.156 J 999 240 HORZ(LL):-0.033 A - - HORZ(TL):0.059 A - - Creep Factor: 2.0 Max TC CSI:0.470 Max BC CSI:0.986 Max W eb CSI:0.949 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T143 Ply: 1 Qty:1 SEQN:12425 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T22 DrwNo:079.20.1313.28759 AK /DF 03/19/2020 B2 W10 27'6"8 4'4"8 4'4"8 8'9" 4'4"8 13'5" 4'8" 18'4" 4'11" 22'11"4 4'7"4 27'6"8 4'7"4 8'5"8 8'5"8 18'7"8 10'2" 27'6"8 8'11"4'4"46'3"924'0"12 A B C D E F G HIJKL 5 12 1.5X4 6X6 3X5 3X4 5X5 4X4 5X8 5X5 3X4 3X5 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W10 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1274 /-/-/725 /865 /56 H 1274 /-/-/725 /865 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- H Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1554 -1882 C - D 1436 -1657 Chords Tens.Comp. D - E 1365 -1657 E - F 1523 -1939 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1161 -904 K - J 1921 -1541 Chords Tens.Comp. J - I 1975 -1561 I - H 1211 -956 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 1307 -1584 B - K 1017 -841 K - C 582 -544 C - J 501 -587 D - J 854 -672 Webs Tens.Comp. J - E 625 -657 E - I 522 -504 I - F 999 -779 F - H 1275 -1615 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.39 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.086 J 999 360 VERT(CL):0.156 J 999 240 HORZ(LL):-0.033 A - - HORZ(TL):0.059 A - - Creep Factor: 2.0 Max TC CSI:0.470 Max BC CSI:0.986 Max W eb CSI:0.949 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T143 Ply: 1 Qty:1 SEQN:12425 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T22 DrwNo:079.20.1313.28759 AK /DF 03/19/2020 B2 W10 27'6"8 4'4"8 4'4"8 8'9" 4'4"8 13'5" 4'8" 18'4" 4'11" 22'11"4 4'7"4 27'6"8 4'7"4 8'5"8 8'5"8 18'7"8 10'2" 27'6"8 8'11"4'4"46'3"924'0"12 A B C D E F G HIJKL 5 12 1.5X4 6X6 3X5 3X4 5X5 4X4 5X8 5X5 3X4 3X5 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2,W11 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1274 /-/-/721 /875 /33 H 1274 /-/-/720 /875 /- Wind reactions based on MWFRS M Brg Width = -Min Req =- H Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 960 -1148 B - C 1525 -1716 C - D 1763 -1929 Chords Tens.Comp. D - E 1788 -1959 E - F 1547 -1742 F - G 990 -1189 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1205 -1013 K - J 1452 -1321 Chords Tens.Comp. J - I 1246 -1043 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 1034 -1231 A - L 1572 -1315 L - B 889 -959 B - K 709 -711 K - C 963 -984 K - D 671 -532 Webs Tens.Comp. D - J 733 -583 E - J 980 -1005 J - F 675 -686 F - I 878 -944 I - G 1598 -1330 G - H 1028 -1230 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.095 E 999 360 VERT(CL):0.169 E 999 240 HORZ(LL):-0.034 A - - HORZ(TL):0.060 A - - Creep Factor: 2.0 Max TC CSI:0.621 Max BC CSI:0.513 Max W eb CSI:0.642 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T144 Ply: 1 Qty:1 SEQN:12429 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T96 DrwNo:079.20.1313.26701 AK /DF 03/19/2020 W2 W11 27'6"8 5'6"4 5'6"4 10'9" 5'2"12 13'6"8 2'9"8 16'4" 2'9"8 21'9"8 5'5"8 27'6"8 5'9" 5'2"12 5'2"12 10'7"4 5'4"8 16'5"12 5'10"8 22'1" 5'7"4 27'6"8 5'5"85'2"46'4"324'0"12 A B C D E F G HIJKLM 5 12 4X5 1.5X6 4X5 3X4 3X8 5X5 4X4 5X5 5X8 3X4 4X5 4X5 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2,W11 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1274 /-/-/721 /875 /33 H 1274 /-/-/720 /875 /- Wind reactions based on MWFRS M Brg Width = -Min Req =- H Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 960 -1148 B - C 1525 -1716 C - D 1763 -1929 Chords Tens.Comp. D - E 1788 -1959 E - F 1547 -1742 F - G 990 -1189 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1205 -1013 K - J 1452 -1321 Chords Tens.Comp. J - I 1246 -1043 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 1034 -1231 A - L 1572 -1315 L - B 889 -959 B - K 709 -711 K - C 963 -984 K - D 671 -532 Webs Tens.Comp. D - J 733 -583 E - J 980 -1005 J - F 675 -686 F - I 878 -944 I - G 1598 -1330 G - H 1028 -1230 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.095 E 999 360 VERT(CL):0.169 E 999 240 HORZ(LL):-0.034 A - - HORZ(TL):0.060 A - - Creep Factor: 2.0 Max TC CSI:0.621 Max BC CSI:0.513 Max W eb CSI:0.642 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T144 Ply: 1 Qty:1 SEQN:12429 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T96 DrwNo:079.20.1313.26701 AK /DF 03/19/2020 W2 W11 27'6"8 5'6"4 5'6"4 10'9" 5'2"12 13'6"8 2'9"8 16'4" 2'9"8 21'9"8 5'5"8 27'6"8 5'9" 5'2"12 5'2"12 10'7"4 5'4"8 16'5"12 5'10"8 22'1" 5'7"4 27'6"8 5'5"85'2"46'4"324'0"12 A B C D E F G HIJKLM 5 12 4X5 1.5X6 4X5 3X4 3X8 5X5 4X4 5X5 5X8 3X4 4X5 4X5 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2,W11 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1274 /-/-/714 /888 /45 I 1274 /-/-/721 /866 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- I Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 868 -1162 B - C 868 -1162 C - D 1330 -1695 Chords Tens.Comp. D - E 1325 -1681 E - F 988 -1267 F - G 988 -1267 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1550 -1119 L - K 1469 -1060 Chords Tens.Comp. K - J 1548 -1124 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 934 -1223 A - M 1562 -1167 B - M 471 -548 M - C 446 -522 C - L 440 -537 L - D 628 -452 Webs Tens.Comp. D - K 610 -490 E - K 481 -559 E - J 305 -393 F - J 431 -501 J - G 1337 -938 G - I 907 -1200 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.93 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.072 E 999 360 VERT(CL):0.128 C 999 240 HORZ(LL):-0.027 A - - HORZ(TL):0.049 A - - Creep Factor: 2.0 Max TC CSI:0.833 Max BC CSI:0.793 Max W eb CSI:0.756 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T145 Ply: 1 Qty:1 SEQN:12433 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T82 DrwNo:079.20.1313.27402 AK /DF 03/19/2020 W2 W11 27'6"8 6'4"8 6'4"8 12'9" 6'4"8 13'6"8 9"8 14'4" 9"8 20'2" 5'10" 26' 5'10" 27'6"8 1'6"8 6'4"8 6'4"8 12'9" 6'4"8 14'4" 1'7" 20'2" 5'10" 27'6"8 7'4"86'0"45'4"86'4"3(WB1) 24'0"12 A B C D E F G H IJKLMN 5 12 4X5 1.5X6 1.5X4 5X8 5X10(SRS) 3X4 4X4 5X10(SRS) 5X5 1.5X4 4X8 4X6 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2,W11 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1274 /-/-/714 /888 /45 I 1274 /-/-/721 /866 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- I Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 868 -1162 B - C 868 -1162 C - D 1330 -1695 Chords Tens.Comp. D - E 1325 -1681 E - F 988 -1267 F - G 988 -1267 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1550 -1119 L - K 1469 -1060 Chords Tens.Comp. K - J 1548 -1124 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 934 -1223 A - M 1562 -1167 B - M 471 -548 M - C 446 -522 C - L 440 -537 L - D 628 -452 Webs Tens.Comp. D - K 610 -490 E - K 481 -559 E - J 305 -393 F - J 431 -501 J - G 1337 -938 G - I 907 -1200 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.93 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.072 E 999 360 VERT(CL):0.128 C 999 240 HORZ(LL):-0.027 A - - HORZ(TL):0.049 A - - Creep Factor: 2.0 Max TC CSI:0.833 Max BC CSI:0.793 Max W eb CSI:0.756 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T145 Ply: 1 Qty:1 SEQN:12433 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T82 DrwNo:079.20.1313.27402 AK /DF 03/19/2020 W2 W11 27'6"8 6'4"8 6'4"8 12'9" 6'4"8 13'6"8 9"8 14'4" 9"8 20'2" 5'10" 26' 5'10" 27'6"8 1'6"8 6'4"8 6'4"8 12'9" 6'4"8 14'4" 1'7" 20'2" 5'10" 27'6"8 7'4"86'0"45'4"86'4"3(WB1) 24'0"12 A B C D E F G H IJKLMN 5 12 4X5 1.5X6 1.5X4 5X8 5X10(SRS) 3X4 4X4 5X10(SRS) 5X5 1.5X4 4X8 4X6 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AA 830 /-/-/441 /485 /354 V 2164 /-/-/1307 /1140 /- I 637 /-/-/435 /328 /- Wind reactions based on MWFRS AA Brg Width = -Min Req =- V Brg Width = 4.0 Min Req =3.4 I Brg Width = -Min Req =- Bearing V Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 539 -753 B - C 472 -611 C - D 685 -387 Chords Tens.Comp. D - E 870 -493 F - G 393 -441 G - H 785 -945 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 544 -6 Z - Y 777 -272 W -V 970 -738 Chords Tens.Comp. V - T 551 -284 T - R 550 -281 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AA 581 -777 A - Z 949 -680 Z - B 436 -432 Y - W 594 -208 C - W 974 -1369 W -D 626 -271 D - V 613 -1057 Webs Tens.Comp. V - E 916 -1029 R - E 603 -551 R - F 783 -653 K - G 689 -549 K - J 825 -599 J - H 714 -481 H - I 626 -587 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.93 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.83 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 B 999 360 VERT(CL):0.053 B 999 240 HORZ(LL):0.010 G - - HORZ(TL):0.017 A - - Creep Factor: 2.0 Max TC CSI:0.753 Max BC CSI:0.554 Max W eb CSI:0.802 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T146 Ply: 1 Qty:1 SEQN:12480 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T193 DrwNo:079.20.1313.31380 AK /DF 03/19/2020 W7 20'8"8 17'7"8 6'10"9 6'10"9 13'7"7 6'8"13 20'2"8 6'7"1 24' 3'9"8 26'6"8 2'6"8 32'3"8 5'9" 38'4" 6'0"8 6'7"1 6'7"1 13'5"11 6'10"9 20'2"8 6'8"13 20'10"4 7"12 21'4"4 6" 23'8"8 2'4"4 26'6"8 2'10" 32'5"4 5'10"12 38'4" 5'10"12 1'6"5'4"410"92'6"1'6'10"4(WB1) 25'6"12 26'6"12 24'0"12 A B C D E F G H IJ KLMNOPQ RSTUV W XYZAA 5 124X4 1.5X6 5X5 3X4 3X8 5X5 5X8 3X4 4X5 5X8 5X8 1.5X6 (++) 3X4 5X83X3 3X4 3X8 3X10 (++) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AA 830 /-/-/441 /485 /354 V 2164 /-/-/1307 /1140 /- I 637 /-/-/435 /328 /- Wind reactions based on MWFRS AA Brg Width = -Min Req =- V Brg Width = 4.0 Min Req =3.4 I Brg Width = -Min Req =- Bearing V Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 539 -753 B - C 472 -611 C - D 685 -387 Chords Tens.Comp. D - E 870 -493 F - G 393 -441 G - H 785 -945 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 544 -6 Z - Y 777 -272 W -V 970 -738 Chords Tens.Comp. V - T 551 -284 T - R 550 -281 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AA 581 -777 A - Z 949 -680 Z - B 436 -432 Y - W 594 -208 C - W 974 -1369 W -D 626 -271 D - V 613 -1057 Webs Tens.Comp. V - E 916 -1029 R - E 603 -551 R - F 783 -653 K - G 689 -549 K - J 825 -599 J - H 714 -481 H - I 626 -587 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.93 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.83 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 B 999 360 VERT(CL):0.053 B 999 240 HORZ(LL):0.010 G - - HORZ(TL):0.017 A - - Creep Factor: 2.0 Max TC CSI:0.753 Max BC CSI:0.554 Max W eb CSI:0.802 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T146 Ply: 1 Qty:1 SEQN:12480 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T193 DrwNo:079.20.1313.31380 AK /DF 03/19/2020 W7 20'8"8 17'7"8 6'10"9 6'10"9 13'7"7 6'8"13 20'2"8 6'7"1 24' 3'9"8 26'6"8 2'6"8 32'3"8 5'9" 38'4" 6'0"8 6'7"1 6'7"1 13'5"11 6'10"9 20'2"8 6'8"13 20'10"4 7"12 21'4"4 6" 23'8"8 2'4"4 26'6"8 2'10" 32'5"4 5'10"12 38'4" 5'10"12 1'6"5'4"410"92'6"1'6'10"4(WB1) 25'6"12 26'6"12 24'0"12 A B C D E F G H IJ KLMNOPQ RSTUV W XYZAA 5 124X4 1.5X6 5X5 3X4 3X8 5X5 5X8 3X4 4X5 5X8 5X8 1.5X6 (++) 3X4 5X83X3 3X4 3X8 3X10 (++) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB 843 /-/-/513 /457 /205 W 2151 /-/-/1283 /1204 /- J 633 /-/-/412 /332 /- Wind reactions based on MWFRS AB Brg Width = -Min Req =- W Brg Width = 4.0 Min Req =3.4 J Brg Width = -Min Req =- Bearing W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 626 -763 B - C 558 -589 C - D 539 -287 D - E 687 -390 Chords Tens.Comp. E - F 636 -382 F - G 331 -417 G - H 696 -790 H - I 711 -728 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 639 -195 X - W 875 -597 Chords Tens.Comp. W -T 839 -555 L - K 827 -824 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AB 736 -793 A -AA 712 -498 Z - X 570 -194 C - X 1025 -1231 X - D 591 -324 D - W 706 -1010 W -E 631 -760 T - E 424 -316 Webs Tens.Comp. T - F 952 -895 F - M 438 -410 M - G 584 -410 M - L 711 -535 H - K 584 -518 K - I 926 -907 I - J 558 -620 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.80 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.83 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 S 999 360 VERT(CL):0.061 S 999 240 HORZ(LL):0.007 E - - HORZ(TL):0.017 E - - Creep Factor: 2.0 Max TC CSI:0.915 Max BC CSI:0.566 Max W eb CSI:0.777 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T147 Ply: 1 Qty:1 SEQN:12483 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T115 DrwNo:079.20.1313.42987 AK /DF 03/19/2020 20'8"8 17'7"8 6'1" 6'1" 13'3"8 7'2"8 20'2"8 6'11" 22' 1'9"8 26'6"8 4'6"8 31'2"8 4'8" 36'2" 4'11"8 38'4" 2'2" 6'1" 6'1" 13'1"12 7'0"12 20'2"8 7'0"12 21'8"8 1'6" 26'6"8 4'10" 31'4"4 4'9"12 36'5"8 5'1"4 38'4" 1'10"8 1'6"3'7"131'9"62'6"1'7'8"4(WB1)(WB1) 25'6"12 26'6"12 24'0"12 A B C D E F G H I JKL MNOPQRS TUVWXYZAAAB 5 12 4X5 1.5X6 5X8 5X8 5X8 1.5X4 4X5 5X8 1.5X4 5X8 1.5X6 (++) 5X83X3 1.5X4 3X8 5X5 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB 843 /-/-/513 /457 /205 W 2151 /-/-/1283 /1204 /- J 633 /-/-/412 /332 /- Wind reactions based on MWFRS AB Brg Width = -Min Req =- W Brg Width = 4.0 Min Req =3.4 J Brg Width = -Min Req =- Bearing W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 626 -763 B - C 558 -589 C - D 539 -287 D - E 687 -390 Chords Tens.Comp. E - F 636 -382 F - G 331 -417 G - H 696 -790 H - I 711 -728 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 639 -195 X - W 875 -597 Chords Tens.Comp. W -T 839 -555 L - K 827 -824 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AB 736 -793 A -AA 712 -498 Z - X 570 -194 C - X 1025 -1231 X - D 591 -324 D - W 706 -1010 W -E 631 -760 T - E 424 -316 Webs Tens.Comp. T - F 952 -895 F - M 438 -410 M - G 584 -410 M - L 711 -535 H - K 584 -518 K - I 926 -907 I - J 558 -620 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.80 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.83 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 S 999 360 VERT(CL):0.061 S 999 240 HORZ(LL):0.007 E - - HORZ(TL):0.017 E - - Creep Factor: 2.0 Max TC CSI:0.915 Max BC CSI:0.566 Max W eb CSI:0.777 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T147 Ply: 1 Qty:1 SEQN:12483 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T115 DrwNo:079.20.1313.42987 AK /DF 03/19/2020 20'8"8 17'7"8 6'1" 6'1" 13'3"8 7'2"8 20'2"8 6'11" 22' 1'9"8 26'6"8 4'6"8 31'2"8 4'8" 36'2" 4'11"8 38'4" 2'2" 6'1" 6'1" 13'1"12 7'0"12 20'2"8 7'0"12 21'8"8 1'6" 26'6"8 4'10" 31'4"4 4'9"12 36'5"8 5'1"4 38'4" 1'10"8 1'6"3'7"131'9"62'6"1'7'8"4(WB1)(WB1) 25'6"12 26'6"12 24'0"12 A B C D E F G H I JKL MNOPQRS TUVWXYZAAAB 5 12 4X5 1.5X6 5X8 5X8 5X8 1.5X4 4X5 5X8 1.5X4 5X8 1.5X6 (++) 5X83X3 1.5X4 3X8 5X5 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B4 2x4 SP 2250f-1.9E; B7 2x6 SP #2; Webs: 2x4 SP #2; W10 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 45.88 BC: From 20 plf at 0.00 to 20 plf at 38.40 BC: From 10 plf at 38.40 to 10 plf at 39.17 BC: From 20 plf at 39.17 to 20 plf at 44.21 BC: From 22 plf at 44.21 to 22 plf at 45.88 TC: 252 lb Conc. Load at 39.17 BC: 705 lb Conc. Load at 38.40 BC: 81 lb Conc. Load at 39.17 Plating Notes All plates are 5X8 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AH 566 /-/-/-/196 /- Y 3269 /-/-/-/1725 /- AI 1598 /-/-/-/880 /- Wind reactions based on MWFRS AH Brg Width = -Min Req =- Y Brg Width = 4.0 Min Req =2.9 AI Brg Width = 8.0 Min Req =1.5 Bearings Y & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 907 -492 E - F 1037 -562 F - G 1055 -582 Chords Tens.Comp. H - I 678 -1271 I - J 583 -1109 J - K 799 -1441 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Y 529 -973 Y - W 532 -984 Chords Tens.Comp. N - M 1319 -720 M - K 1296 -712 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AC 211 -394 AC- D 442 -166 D -AA 513 -958 E - Y 361 -694 W -G 427 -813 Webs Tens.Comp. G - P 515 -224 P - H 319 -592 H - N 1169 -637 I - N 379 -636 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.23 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.42 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.052 I 999 360 VERT(CL):0.122 I 999 240 HORZ(LL):0.015 J - - HORZ(TL):0.038 J - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.474 Max W eb CSI:0.274 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T148 Ply: 2 Qty:1 SEQN:12533 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T248 DrwNo:079.20.1313.40413 AK /DF 03/19/2020 2 Complete Trusses Required T2 B4 B7 W10 20'8"8 23'6" 1'5"4 1'5"4 8'1" 6'7"12 14'2"4 6'1"4 20' 5'9"12 21'2"8 1'2"8 26'6"8 5'4" 30'4"4 3'9"12 34'2" 3'9"12 39'2" 5' 44'2"8 5'0"8 1'3"8 1'3"8 8'1" 6'9"8 14'0"8 5'11"8 20'2"8 6'2" 21'2"8 1' 26'6"8 5'4" 30'2"8 3'8" 34'3"12 4'1"4 39'0"4 4'8"8 44'2"8 5'2"4 1'8" 1'6"3'7"136"3 2'7"61'2'6"8'6"49'0"325'6"12 26'6"12 24'0"12 A B C D E F G H I J K L MNO PQRST UV W X YZAA AB ACADAEAFAG AH AI 5 12 3X3 1.5X4 1.5X4 1.5X4 3X4 4X4 6X8 1.5X4 5X6 3X5 3X4 1.5X4 1.5X6 (++) 3X5 3X4 1.5X6 3X4 4X12 5X6 5X10 3X5 4X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B4 2x4 SP 2250f-1.9E; B7 2x6 SP #2; Webs: 2x4 SP #2; W10 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 45.88 BC: From 20 plf at 0.00 to 20 plf at 38.40 BC: From 10 plf at 38.40 to 10 plf at 39.17 BC: From 20 plf at 39.17 to 20 plf at 44.21 BC: From 22 plf at 44.21 to 22 plf at 45.88 TC: 252 lb Conc. Load at 39.17 BC: 705 lb Conc. Load at 38.40 BC: 81 lb Conc. Load at 39.17 Plating Notes All plates are 5X8 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AH 566 /-/-/-/196 /- Y 3269 /-/-/-/1725 /- AI 1598 /-/-/-/880 /- Wind reactions based on MWFRS AH Brg Width = -Min Req =- Y Brg Width = 4.0 Min Req =2.9 AI Brg Width = 8.0 Min Req =1.5 Bearings Y & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 907 -492 E - F 1037 -562 F - G 1055 -582 Chords Tens.Comp. H - I 678 -1271 I - J 583 -1109 J - K 799 -1441 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Y 529 -973 Y - W 532 -984 Chords Tens.Comp. N - M 1319 -720 M - K 1296 -712 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AC 211 -394 AC- D 442 -166 D -AA 513 -958 E - Y 361 -694 W -G 427 -813 Webs Tens.Comp. G - P 515 -224 P - H 319 -592 H - N 1169 -637 I - N 379 -636 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.23 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.42 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.052 I 999 360 VERT(CL):0.122 I 999 240 HORZ(LL):0.015 J - - HORZ(TL):0.038 J - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.474 Max W eb CSI:0.274 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T148 Ply: 2 Qty:1 SEQN:12533 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T248 DrwNo:079.20.1313.40413 AK /DF 03/19/2020 2 Complete Trusses Required T2 B4 B7 W10 20'8"8 23'6" 1'5"4 1'5"4 8'1" 6'7"12 14'2"4 6'1"4 20' 5'9"12 21'2"8 1'2"8 26'6"8 5'4" 30'4"4 3'9"12 34'2" 3'9"12 39'2" 5' 44'2"8 5'0"8 1'3"8 1'3"8 8'1" 6'9"8 14'0"8 5'11"8 20'2"8 6'2" 21'2"8 1' 26'6"8 5'4" 30'2"8 3'8" 34'3"12 4'1"4 39'0"4 4'8"8 44'2"8 5'2"4 1'8" 1'6"3'7"136"3 2'7"61'2'6"8'6"49'0"325'6"12 26'6"12 24'0"12 A B C D E F G H I J K L MNO PQRST UV W X YZAA AB ACADAEAFAG AH AI 5 12 3X3 1.5X4 1.5X4 1.5X4 3X4 4X4 6X8 1.5X4 5X6 3X5 3X4 1.5X4 1.5X6 (++) 3X5 3X4 1.5X6 3X4 4X12 5X6 5X10 3X5 4X5(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10,W12 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 5X8 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.542' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AA 759 /-/-/436 /364 /326 U 2667 /-/-/1608 /1302 /- AB 968 /-/-/698 /496 /- Wind reactions based on MWFRS AA Brg Width = -Min Req =- U Brg Width = 4.0 Min Req =- AB Brg Width = 8.0 Min Req =1.5 Bearings U & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 473 -498 B - C 544 -444 E - F 1147 -541 Chords Tens.Comp. F - G 1205 -702 H - I 1114 -954 I - J 1195 -1272 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 534 -195 Z - Y 543 -265 W -U 1052 -616 U - R 392 -73 Chords Tens.Comp. R - N 409 -45 M - L 1084 -889 L - J 1079 -888 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AA 732 -720 A - Z 573 -459 C - Y 288 -409 C - W 713 -529 Y - W 529 -215 W -E 1010 -766 Webs Tens.Comp. E - U 1098 -1578 U - F 588 -359 U - G 1259 -1195 G - N 638 -509 N - H 1132 -1009 N - M 991 -755 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.65 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.42 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 H 999 360 VERT(CL):0.097 H 999 240 HORZ(LL):0.016 I - - HORZ(TL):0.021 F - - Creep Factor: 2.0 Max TC CSI:0.816 Max BC CSI:0.536 Max W eb CSI:0.940 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T149 Ply: 1 Qty:1 SEQN:12497 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T143 DrwNo:079.20.1313.40709 AK /DF 03/19/2020 W10 W12 BL1 20'8"8 23'6" 5'2"4 5'2"4 10'1" 4'10"12 14'6"12 4'5"12 18' 3'5"4 20'8"8 2'8"8 26'6"8 5'10" 32'2" 5'7"8 37'2" 5' 44'2"8 7'0"8 4'10"12 4'10"12 10'2"12 5'4" 15' 4'9"4 20'8"8 5'8"8 26'6"8 5'10" 32'3"12 5'9"4 37'0"4 4'8"8 44'2"8 7'2"4 1'8"5'1"136"3 3'5"61'6"1'9'4"49'10"3(WB1)(WB1) 24'0"12 25'6"12 A B C D E F G H I J K LM NOPQR S TU VWXYZAA AB 5 12 4X4 1.5X6 3X4 3X4 3X8 1.5X4 1.5X4 5X6 1.5X4 1.5X6(++) 3X4 3X4 1.5X4 5X6 3X8 1.5X4 3X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10,W12 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 5X8 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.542' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AA 759 /-/-/436 /364 /326 U 2667 /-/-/1608 /1302 /- AB 968 /-/-/698 /496 /- Wind reactions based on MWFRS AA Brg Width = -Min Req =- U Brg Width = 4.0 Min Req =- AB Brg Width = 8.0 Min Req =1.5 Bearings U & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 473 -498 B - C 544 -444 E - F 1147 -541 Chords Tens.Comp. F - G 1205 -702 H - I 1114 -954 I - J 1195 -1272 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 534 -195 Z - Y 543 -265 W -U 1052 -616 U - R 392 -73 Chords Tens.Comp. R - N 409 -45 M - L 1084 -889 L - J 1079 -888 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AA 732 -720 A - Z 573 -459 C - Y 288 -409 C - W 713 -529 Y - W 529 -215 W -E 1010 -766 Webs Tens.Comp. E - U 1098 -1578 U - F 588 -359 U - G 1259 -1195 G - N 638 -509 N - H 1132 -1009 N - M 991 -755 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.65 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.42 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 H 999 360 VERT(CL):0.097 H 999 240 HORZ(LL):0.016 I - - HORZ(TL):0.021 F - - Creep Factor: 2.0 Max TC CSI:0.816 Max BC CSI:0.536 Max W eb CSI:0.940 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T149 Ply: 1 Qty:1 SEQN:12497 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T143 DrwNo:079.20.1313.40709 AK /DF 03/19/2020 W10 W12 BL1 20'8"8 23'6" 5'2"4 5'2"4 10'1" 4'10"12 14'6"12 4'5"12 18' 3'5"4 20'8"8 2'8"8 26'6"8 5'10" 32'2" 5'7"8 37'2" 5' 44'2"8 7'0"8 4'10"12 4'10"12 10'2"12 5'4" 15' 4'9"4 20'8"8 5'8"8 26'6"8 5'10" 32'3"12 5'9"4 37'0"4 4'8"8 44'2"8 7'2"4 1'8"5'1"136"3 3'5"61'6"1'9'4"49'10"3(WB1)(WB1) 24'0"12 25'6"12 A B C D E F G H I J K LM NOPQR S TU VWXYZAA AB 5 12 4X4 1.5X6 3X4 3X4 3X8 1.5X4 1.5X4 5X6 1.5X4 1.5X6(++) 3X4 3X4 1.5X4 5X6 3X8 1.5X4 3X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10,W12 2x4 SP 2250f-1.9E; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.542' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AC 766 /-/-/443 /367 /343 W 2648 /-/-/1586 /1309 /- AD 976 /-/-/708 /500 /- Wind reactions based on MWFRS AC Brg Width = -Min Req =- W Brg Width = 4.0 Min Req =- AD Brg Width = 8.0 Min Req =1.6 Bearings W & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 484 -528 B - C 507 -415 E - F 1126 -484 F - G 1172 -728 Chords Tens.Comp. H - I 760 -577 I - J 1017 -1026 J - K 1308 -1384 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AC-AB 535 -211 AB-AA 571 -283 Y - W 914 -465 W -T 470 -56 Chords Tens.Comp. T - P 481 -32 O - N 896 -611 N - M 1202 -1064 M - K 1203 -1061 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AC 725 -723 A -AB 575 -451 B -AA 409 -307 C -AA 330 -549 C - Y 824 -557 AA- Y 604 -227 Y - E 891 -682 E - W 1099 -1587 Webs Tens.Comp. W -F 623 -409 W -G 1250 -1183 G - P 708 -553 P - H 799 -683 P - O 634 -331 O - I 483 -427 N - J 503 -342 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.42 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.044 N 999 360 VERT(CL):0.104 N 999 240 HORZ(LL):0.017 O - - HORZ(TL):0.025 M - - Creep Factor: 2.0 Max TC CSI:0.771 Max BC CSI:0.678 Max W eb CSI:0.882 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T150 Ply: 1 Qty:1 SEQN:12506 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T118 DrwNo:079.20.1313.39008 AK /DF 03/19/2020 W10 W12 BL1 20'8"8 23'6" 5'9" 5'9" 11'2"9 5'5"8 14'6"12 3'4"3 16'10"7 2'3"11 20'8"8 3'10"1 26'6"8 5'10" 30'2" 3'7"8 35'2" 5' 39'6"8 4'4"8 44'2"8 4'8" 5'5"8 5'5"8 11'4"5 5'10"12 15' 3'7"11 20'8"8 5'8"8 26'6"8 5'10" 30'3"12 3'9"4 35'2" 4'10"4 39'8"4 4'6"4 44'2"8 4'6"4 1'8"5'1"136"3 4'3"61'6"1'9'9"1410'3"13(WB1)(WB2) (a)(WB3) 24'0"12 25'6"12 A B C D E F G H I J K L MNO PQRST UV W XYZAAABAC AD 5 12 4X4 1.5X6 5X8 3X8 1.5X4 5X81.5X4 5X6 5X8 1.5X4 1.5X6(++)5X8 1.5X4 5X6 3X8 5X8 1.5X4 3X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10,W12 2x4 SP 2250f-1.9E; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.542' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AC 766 /-/-/443 /367 /343 W 2648 /-/-/1586 /1309 /- AD 976 /-/-/708 /500 /- Wind reactions based on MWFRS AC Brg Width = -Min Req =- W Brg Width = 4.0 Min Req =- AD Brg Width = 8.0 Min Req =1.6 Bearings W & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 484 -528 B - C 507 -415 E - F 1126 -484 F - G 1172 -728 Chords Tens.Comp. H - I 760 -577 I - J 1017 -1026 J - K 1308 -1384 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AC-AB 535 -211 AB-AA 571 -283 Y - W 914 -465 W -T 470 -56 Chords Tens.Comp. T - P 481 -32 O - N 896 -611 N - M 1202 -1064 M - K 1203 -1061 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AC 725 -723 A -AB 575 -451 B -AA 409 -307 C -AA 330 -549 C - Y 824 -557 AA- Y 604 -227 Y - E 891 -682 E - W 1099 -1587 Webs Tens.Comp. W -F 623 -409 W -G 1250 -1183 G - P 708 -553 P - H 799 -683 P - O 634 -331 O - I 483 -427 N - J 503 -342 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.42 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.044 N 999 360 VERT(CL):0.104 N 999 240 HORZ(LL):0.017 O - - HORZ(TL):0.025 M - - Creep Factor: 2.0 Max TC CSI:0.771 Max BC CSI:0.678 Max W eb CSI:0.882 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T150 Ply: 1 Qty:1 SEQN:12506 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T118 DrwNo:079.20.1313.39008 AK /DF 03/19/2020 W10 W12 BL1 20'8"8 23'6" 5'9" 5'9" 11'2"9 5'5"8 14'6"12 3'4"3 16'10"7 2'3"11 20'8"8 3'10"1 26'6"8 5'10" 30'2" 3'7"8 35'2" 5' 39'6"8 4'4"8 44'2"8 4'8" 5'5"8 5'5"8 11'4"5 5'10"12 15' 3'7"11 20'8"8 5'8"8 26'6"8 5'10" 30'3"12 3'9"4 35'2" 4'10"4 39'8"4 4'6"4 44'2"8 4'6"4 1'8"5'1"136"3 4'3"61'6"1'9'9"1410'3"13(WB1)(WB2) (a)(WB3) 24'0"12 25'6"12 A B C D E F G H I J K L MNO PQRST UV W XYZAAABAC AD 5 12 4X4 1.5X6 5X8 3X8 1.5X4 5X81.5X4 5X6 5X8 1.5X4 1.5X6(++)5X8 1.5X4 5X6 3X8 5X8 1.5X4 3X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; T5 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B1 2x4 SP #2; Webs: 2x4 SP #2; W2,W3,W6,W7,W8, W10 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 774 /-/-/466 /346 /343 N 2624 /-/-/1587 /1348 /- S 985 /-/-/711 /482 /- Wind reactions based on MWFRS R Brg Width = -Min Req =- N Brg Width = 8.0 Min Req =4.2 S Brg Width = 8.0 Min Req =1.6 Bearings N & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 444 -533 B - C 473 -433 D - E 859 -304 E - F 936 -608 Chords Tens.Comp. F - G 452 -329 G - H 754 -846 H - I 1164 -1391 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 535 -211 Q - P 587 -290 P - O 593 -213 O - N 807 -361 Chords Tens.Comp. M - L 710 -315 L - K 1201 -919 K - I 1204 -918 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 679 -731 A - Q 579 -422 B - P 420 -274 C - P 393 -345 C - O 737 -792 O - D 759 -643 D - N 1009 -1420 Webs Tens.Comp. N - E 720 -491 N - F 1268 -1247 F - M 564 -475 M - G 657 -558 G - L 376 -317 L - H 672 -547 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.42 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 H 999 360 VERT(CL):0.087 H 999 240 HORZ(LL):0.015 K - - HORZ(TL):0.034 K - - Creep Factor: 2.0 Max TC CSI:0.935 Max BC CSI:0.373 Max W eb CSI:0.715 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T151 Ply: 1 Qty:1 SEQN:16306 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T139 DrwNo:080.20.1107.43987 JB /DF 03/20/2020 T5 B1 W2 W3 W6 W7 W8 W10 20'8"8 23'6" 5'9" 5'9" 11'2"9 5'5"8 16'10"7 5'7"14 20'8"8 3'10"1 28'2" 7'5"8 33'2" 5' 38'5"3 5'3"3 44'2"8 5'9"5 5'5"8 5'5"8 11'2"9 5'9" 16'8"11 5'6"2 20'8"8 3'11"13 28'5"8 7'9" 33'2" 4'8"8 38'6"15 5'4"15 44'2"8 5'7"9 1'8"5'1"136"3 5'1"69'9"1410'3"13(WB1)(WB2)(WB3) (WB4) 24'0"12 A B C D E F G H I J KLMNOPQR S 5 12 4X4 1.5X6 3X4 3X4 5X8 3X4 5X8 5X6 5X8 1.5X4 5X6 5X6 5X8 3X4 3X4 1.5X4 3X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; T5 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B1 2x4 SP #2; Webs: 2x4 SP #2; W2,W3,W6,W7,W8, W10 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 774 /-/-/466 /346 /343 N 2624 /-/-/1587 /1348 /- S 985 /-/-/711 /482 /- Wind reactions based on MWFRS R Brg Width = -Min Req =- N Brg Width = 8.0 Min Req =4.2 S Brg Width = 8.0 Min Req =1.6 Bearings N & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 444 -533 B - C 473 -433 D - E 859 -304 E - F 936 -608 Chords Tens.Comp. F - G 452 -329 G - H 754 -846 H - I 1164 -1391 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 535 -211 Q - P 587 -290 P - O 593 -213 O - N 807 -361 Chords Tens.Comp. M - L 710 -315 L - K 1201 -919 K - I 1204 -918 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 679 -731 A - Q 579 -422 B - P 420 -274 C - P 393 -345 C - O 737 -792 O - D 759 -643 D - N 1009 -1420 Webs Tens.Comp. N - E 720 -491 N - F 1268 -1247 F - M 564 -475 M - G 657 -558 G - L 376 -317 L - H 672 -547 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.42 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 H 999 360 VERT(CL):0.087 H 999 240 HORZ(LL):0.015 K - - HORZ(TL):0.034 K - - Creep Factor: 2.0 Max TC CSI:0.935 Max BC CSI:0.373 Max W eb CSI:0.715 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T151 Ply: 1 Qty:1 SEQN:16306 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T139 DrwNo:080.20.1107.43987 JB /DF 03/20/2020 T5 B1 W2 W3 W6 W7 W8 W10 20'8"8 23'6" 5'9" 5'9" 11'2"9 5'5"8 16'10"7 5'7"14 20'8"8 3'10"1 28'2" 7'5"8 33'2" 5' 38'5"3 5'3"3 44'2"8 5'9"5 5'5"8 5'5"8 11'2"9 5'9" 16'8"11 5'6"2 20'8"8 3'11"13 28'5"8 7'9" 33'2" 4'8"8 38'6"15 5'4"15 44'2"8 5'7"9 1'8"5'1"136"3 5'1"69'9"1410'3"13(WB1)(WB2)(WB3) (WB4) 24'0"12 A B C D E F G H I J KLMNOPQR S 5 12 4X4 1.5X6 3X4 3X4 5X8 3X4 5X8 5X6 5X8 1.5X4 5X6 5X6 5X8 3X4 3X4 1.5X4 3X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; T5 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B4,B5, B6 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W16,W17,W19, W20 2x4 SP 2250f-1.9E; Rt W edge: 2x4 SP #2; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB 795 /-/-/474 /378 /344 P 2610 /-/-/1542 /1302 /- AC 1010 /-/-/739 /501 /- Wind reactions based on MWFRS AB Brg Width = 6.0 Min Req =1.5 P Brg Width = 8.0 Min Req =4.2 AC Brg Width = 8.0 Min Req =1.6 Bearings AB, P, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 290 -507 B - C 534 -633 C - D 510 -465 D - E 573 -369 E - F 529 -349 Chords Tens.Comp. F - G 849 -223 G - H 887 -479 I - J 673 -713 J - K 1174 -1416 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Z - X 731 -379 X - W 701 -377 W -V 646 -326 V - T 666 -327 T - R 654 -230 Chords Tens.Comp. Q - P 721 -308 P - O 389 -62 O - N 573 -195 N - M 1216 -913 M - K 1219 -913 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AB 461 -766 A - Z 680 -323 AB- Z 593 -245 Z - B 528 -406 C - T 410 -342 T - E 289 -405 E - R 635 -627 R - Q 745 -319 Webs Tens.Comp. R - F 755 -442 F - P 977 -1454 P - G 616 -387 P - H 1055 -1069 H - O 707 -639 O - I 827 -794 I - N 465 -362 N - J 796 -716 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 M 999 360 VERT(CL):0.089 M 999 240 HORZ(LL):0.017 M - - HORZ(TL):0.039 M - - Creep Factor: 2.0 Max TC CSI:0.625 Max BC CSI:0.493 Max W eb CSI:0.732 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T152 Ply: 1 Qty:1 SEQN:16309 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T100 DrwNo:080.20.1107.48927 JB /DF 03/20/2020 T5 B4 B5 B6 W16 W17 W19 W20 21'2"23'6" 2'10" 2'10" 7'4"12 4'6"12 11'8"1 4'3"4 17'3"15 5'7"14 21'2" 3'10"1 26'7"8 5'5"8 31'7"8 5' 37'10"11 6'3"3 44'8" 6'9"5 2'10" 2'10" 4'3"12 1'5"12 4'5"8 1"12 7'1"4 2'7"12 10'10"8 3'9"4 11'0"4 1"12 12'6" 1'5"12 17'0"7 4'6"7 21'2" 4'1"9 26'9"4 5'7"4 31'7"8 4'10"4 38'0"7 6'4"15 44'8" 6'7"9 1'8"4'11"86"3 5'11"61'4"9'9"1410'3"13(WB2)(a) (WB1) 24'0"12 A B C D E F G H I J K L MNOPQ R S T U V W X YZAAAB AC 5 12 5X5 6X6 7X8 4X4 4X4 3X4 3X4 3X4 5X6 3X8 3X5 5X8 2X4 3X4 5X8 5X8 5X6(SRS) 5X8 5X8 5X6 3X4 5X8(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; T5 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B4,B5, B6 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W16,W17,W19, W20 2x4 SP 2250f-1.9E; Rt W edge: 2x4 SP #2; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB 795 /-/-/474 /378 /344 P 2610 /-/-/1542 /1302 /- AC 1010 /-/-/739 /501 /- Wind reactions based on MWFRS AB Brg Width = 6.0 Min Req =1.5 P Brg Width = 8.0 Min Req =4.2 AC Brg Width = 8.0 Min Req =1.6 Bearings AB, P, & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 290 -507 B - C 534 -633 C - D 510 -465 D - E 573 -369 E - F 529 -349 Chords Tens.Comp. F - G 849 -223 G - H 887 -479 I - J 673 -713 J - K 1174 -1416 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Z - X 731 -379 X - W 701 -377 W -V 646 -326 V - T 666 -327 T - R 654 -230 Chords Tens.Comp. Q - P 721 -308 P - O 389 -62 O - N 573 -195 N - M 1216 -913 M - K 1219 -913 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AB 461 -766 A - Z 680 -323 AB- Z 593 -245 Z - B 528 -406 C - T 410 -342 T - E 289 -405 E - R 635 -627 R - Q 745 -319 Webs Tens.Comp. R - F 755 -442 F - P 977 -1454 P - G 616 -387 P - H 1055 -1069 H - O 707 -639 O - I 827 -794 I - N 465 -362 N - J 796 -716 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 M 999 360 VERT(CL):0.089 M 999 240 HORZ(LL):0.017 M - - HORZ(TL):0.039 M - - Creep Factor: 2.0 Max TC CSI:0.625 Max BC CSI:0.493 Max W eb CSI:0.732 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T152 Ply: 1 Qty:1 SEQN:16309 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T100 DrwNo:080.20.1107.48927 JB /DF 03/20/2020 T5 B4 B5 B6 W16 W17 W19 W20 21'2"23'6" 2'10" 2'10" 7'4"12 4'6"12 11'8"1 4'3"4 17'3"15 5'7"14 21'2" 3'10"1 26'7"8 5'5"8 31'7"8 5' 37'10"11 6'3"3 44'8" 6'9"5 2'10" 2'10" 4'3"12 1'5"12 4'5"8 1"12 7'1"4 2'7"12 10'10"8 3'9"4 11'0"4 1"12 12'6" 1'5"12 17'0"7 4'6"7 21'2" 4'1"9 26'9"4 5'7"4 31'7"8 4'10"4 38'0"7 6'4"15 44'8" 6'7"9 1'8"4'11"86"3 5'11"61'4"9'9"1410'3"13(WB2)(a) (WB1) 24'0"12 A B C D E F G H I J K L MNOPQ R S T U V W X YZAAAB AC 5 12 5X5 6X6 7X8 4X4 4X4 3X4 3X4 3X4 5X6 3X8 3X5 5X8 2X4 3X4 5X8 5X8 5X6(SRS) 5X8 5X8 5X6 3X4 5X8(B2) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 976 /-/-/582 /634 /149 H 1269 /-/-/719 /952 /- G 259 /-/-/153 /151 /- Wind reactions based on MWFRS L Brg Width = 6.0 Min Req =1.6 H Brg Width = 8.0 Min Req =2.0 G Brg Width = -Min Req =- Bearings L & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 615 -732 B - C 705 -691 Chords Tens.Comp. C - D 531 -333 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 627 -618 Chords Tens.Comp. J - I 559 -471 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 850 -930 A - K 794 -597 K - B 392 -372 C - I 512 -461 Webs Tens.Comp. I - D 481 -450 D - H 866 -967 H - E 478 -283 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.45 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.026 J 999 360 VERT(CL):0.042 J 999 240 HORZ(LL):-0.012 B - - HORZ(TL):0.014 B - - Creep Factor: 2.0 Max TC CSI:0.822 Max BC CSI:0.454 Max W eb CSI:0.924 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T153 Ply: 1 Qty:1 SEQN:16312 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T104 DrwNo:080.20.1108.36433 JB /DF 03/20/2020 T3 21'2"5'10" 5'11"12 5'11"12 11'8"1 5'8"4 17'3"15 5'7"14 24'7"8 7'3"9 27' 2'4"8 5'8"4 5'8"4 11'8"1 5'11"12 17'0"7 5'4"6 21'2" 4'1"9 27' 5'10"4'11"86'9"69'9"14(WB1)(WB2) (WB1) 24'0"12 A B C D E F GHIJKL 5 12 4X4 1.5X6 3X4 3X4 5X8 5X5 3X4 5X5 4X4 5X5 1.5X4 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 976 /-/-/582 /634 /149 H 1269 /-/-/719 /952 /- G 259 /-/-/153 /151 /- Wind reactions based on MWFRS L Brg Width = 6.0 Min Req =1.6 H Brg Width = 8.0 Min Req =2.0 G Brg Width = -Min Req =- Bearings L & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 615 -732 B - C 705 -691 Chords Tens.Comp. C - D 531 -333 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 627 -618 Chords Tens.Comp. J - I 559 -471 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 850 -930 A - K 794 -597 K - B 392 -372 C - I 512 -461 Webs Tens.Comp. I - D 481 -450 D - H 866 -967 H - E 478 -283 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.45 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.026 J 999 360 VERT(CL):0.042 J 999 240 HORZ(LL):-0.012 B - - HORZ(TL):0.014 B - - Creep Factor: 2.0 Max TC CSI:0.822 Max BC CSI:0.454 Max W eb CSI:0.924 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T153 Ply: 1 Qty:1 SEQN:16312 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T104 DrwNo:080.20.1108.36433 JB /DF 03/20/2020 T3 21'2"5'10" 5'11"12 5'11"12 11'8"1 5'8"4 17'3"15 5'7"14 24'7"8 7'3"9 27' 2'4"8 5'8"4 5'8"4 11'8"1 5'11"12 17'0"7 5'4"6 21'2" 4'1"9 27' 5'10"4'11"86'9"69'9"14(WB1)(WB2) (WB1) 24'0"12 A B C D E F GHIJKL 5 12 4X4 1.5X6 3X4 3X4 5X8 5X5 3X4 5X5 4X4 5X5 1.5X4 5X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10,W11 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1249 /-/-/731 /823 /195 G 1249 /-/-/709 /915 /- Wind reactions based on MWFRS L Brg Width = 6.0 Min Req =2.0 G Brg Width = -Min Req =- Bearing L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 809 -956 B - C 1046 -1058 C - D 992 -841 Chords Tens.Comp. D - E 973 -976 E - F 578 -606 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 842 -891 J - I 901 -859 Chords Tens.Comp. I - H 645 -619 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 1081 -1205 A - K 1077 -866 K - B 548 -569 Webs Tens.Comp. E - H 1029 -986 H - F 1243 -1187 F - G 1133 -1217 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.38 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 J 999 360 VERT(CL):0.066 J 999 240 HORZ(LL):-0.018 B - - HORZ(TL):0.023 H - - Creep Factor: 2.0 Max TC CSI:0.679 Max BC CSI:0.462 Max W eb CSI:0.931 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T154 Ply: 1 Qty:1 SEQN:12542 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T97 DrwNo:079.20.1313.27966 AK /DF 03/19/2020 W10 W11 27' 5'9"12 5'9"12 11'4" 5'6"4 17'8" 6'4" 22'7"8 4'11"8 27' 4'4"8 5'6"4 5'6"4 11'4" 5'9"12 17'6"4 6'2"4 22'11" 5'4"12 27' 4'1"4'11"87'7"69'8"3(WB1) (WB2) 24'0"12 A B C D E F GHIJKL 5 12 4X4 1.5X6 3X5 3X4 5X8 5X5 3X8 5X5 5X5 4X4 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W10,W11 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1249 /-/-/731 /823 /195 G 1249 /-/-/709 /915 /- Wind reactions based on MWFRS L Brg Width = 6.0 Min Req =2.0 G Brg Width = -Min Req =- Bearing L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 809 -956 B - C 1046 -1058 C - D 992 -841 Chords Tens.Comp. D - E 973 -976 E - F 578 -606 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 842 -891 J - I 901 -859 Chords Tens.Comp. I - H 645 -619 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 1081 -1205 A - K 1077 -866 K - B 548 -569 Webs Tens.Comp. E - H 1029 -986 H - F 1243 -1187 F - G 1133 -1217 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.38 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 J 999 360 VERT(CL):0.066 J 999 240 HORZ(LL):-0.018 B - - HORZ(TL):0.023 H - - Creep Factor: 2.0 Max TC CSI:0.679 Max BC CSI:0.462 Max W eb CSI:0.931 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T154 Ply: 1 Qty:1 SEQN:12542 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T97 DrwNo:079.20.1313.27966 AK /DF 03/19/2020 W10 W11 27' 5'9"12 5'9"12 11'4" 5'6"4 17'8" 6'4" 22'7"8 4'11"8 27' 4'4"8 5'6"4 5'6"4 11'4" 5'9"12 17'6"4 6'2"4 22'11" 5'4"12 27' 4'1"4'11"87'7"69'8"3(WB1) (WB2) 24'0"12 A B C D E F GHIJKL 5 12 4X4 1.5X6 3X5 3X4 5X8 5X5 3X8 5X5 5X5 4X4 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W15,W17,W18 2x4 SP 2250f-1.9E; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1249 /-/-/749 /816 /215 I 1249 /-/-/702 /916 /- Wind reactions based on MWFRS W Brg Width = 8.0 Min Req =2.0 I Brg Width = -Min Req =- Bearing W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 881 -1018 B - C 1103 -1182 C - D 1121 -1139 Chords Tens.Comp. D - E 1121 -1139 E - F 906 -956 F - G 805 -861 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 911 -1008 Q - P 1029 -997 Chords Tens.Comp. P - M 902 -773 M - K 882 -752 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - V 1062 -1202 A - R 1106 -899 W -V 1024 -1239 R - B 495 -591 D - P 361 -403 P - E 418 -399 Webs Tens.Comp. F - K 545 -573 K - G 1135 -969 J - G 994 -1124 J - H 1186 -995 H - I 1093 -1250 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.97 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.060 D 999 360 VERT(CL):0.096 D 999 240 HORZ(LL):-0.055 J - - HORZ(TL):0.062 J - - Creep Factor: 2.0 Max TC CSI:0.481 Max BC CSI:0.432 Max W eb CSI:0.690 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T155 Ply: 1 Qty:1 SEQN:12546 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T49 DrwNo:079.20.1313.33128 AK /DF 03/19/2020 W15 W17 W18 27' 4'11"8 4'11"8 9'4" 4'4"8 14'6" 5'2" 19'8" 5'2" 20'7"8 11"8 25'7"8 5' 27' 1'4"8 1'2"12 1'2"12 1'8" 5"4 4'8" 3' 9'4" 4'8" 14'6" 5'2" 20'7"8 6'1"8 25'5"12 4'10"4 27' 1'6"44'11"87'10"88'5"61'8'10"3(a) (WB1) 24'0"12 A B C D E F G H IJ K LM N OPQR STUVW 5 12 4X5 1.5X64X4 3X4 3X5 3X4 4X7 5X5 3X8 5X5 5X5 6X8 3X10 4X8 3X5 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W15,W17,W18 2x4 SP 2250f-1.9E; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1249 /-/-/749 /816 /215 I 1249 /-/-/702 /916 /- Wind reactions based on MWFRS W Brg Width = 8.0 Min Req =2.0 I Brg Width = -Min Req =- Bearing W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 881 -1018 B - C 1103 -1182 C - D 1121 -1139 Chords Tens.Comp. D - E 1121 -1139 E - F 906 -956 F - G 805 -861 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 911 -1008 Q - P 1029 -997 Chords Tens.Comp. P - M 902 -773 M - K 882 -752 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - V 1062 -1202 A - R 1106 -899 W -V 1024 -1239 R - B 495 -591 D - P 361 -403 P - E 418 -399 Webs Tens.Comp. F - K 545 -573 K - G 1135 -969 J - G 994 -1124 J - H 1186 -995 H - I 1093 -1250 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.97 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.060 D 999 360 VERT(CL):0.096 D 999 240 HORZ(LL):-0.055 J - - HORZ(TL):0.062 J - - Creep Factor: 2.0 Max TC CSI:0.481 Max BC CSI:0.432 Max W eb CSI:0.690 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T155 Ply: 1 Qty:1 SEQN:12546 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T49 DrwNo:079.20.1313.33128 AK /DF 03/19/2020 W15 W17 W18 27' 4'11"8 4'11"8 9'4" 4'4"8 14'6" 5'2" 19'8" 5'2" 20'7"8 11"8 25'7"8 5' 27' 1'4"8 1'2"12 1'2"12 1'8" 5"4 4'8" 3' 9'4" 4'8" 14'6" 5'2" 20'7"8 6'1"8 25'5"12 4'10"4 27' 1'6"44'11"87'10"88'5"61'8'10"3(a) (WB1) 24'0"12 A B C D E F G H IJ K LM N OPQR STUVW 5 12 4X5 1.5X64X4 3X4 3X5 3X4 4X7 5X5 3X8 5X5 5X5 6X8 3X10 4X8 3X5 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W4,W15,W17, W18 2x4 SP 2250f-1.9E; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 612 /-/-/407 /196 /492 Y 1849 /-/-/1214 /1159 /- K 1207 /-/-/686 /691 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 8.0 Min Req =2.9 K Brg Width = -Min Req =- Bearings B & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 38 -500 C - D 236 -506 D - E 798 -1087 E - F 1053 -1181 Chords Tens.Comp. F - G 993 -1084 G - H 794 -797 H - I 801 -689 I - J 505 -495 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 383 -358 Z - Y 379 -358 T - S 914 -875 Chords Tens.Comp. S - R 1192 -1043 R - O 1075 -972 O - M 1060 -956 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 517 -571 Y - X 1458 -1427 X - D 1465 -1440 D - T 1135 -1011 E - T 488 -429 E - S 445 -342 Webs Tens.Comp. G - M 805 -887 M - L 414 -373 M - I 955 -855 L - I 942 -976 L - J 993 -902 J - K 1182 -1183 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.61 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.045 F 999 360 VERT(CL):0.096 F 999 240 HORZ(LL):-0.023 L - - HORZ(TL):0.032 L - - Creep Factor: 2.0 Max TC CSI:0.694 Max BC CSI:0.492 Max W eb CSI:0.851 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T156 Ply: 1 Qty:1 SEQN:12565 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T110 DrwNo:079.20.1313.40008 AK /DF 03/19/2020 W4 W15 W17 W18 11'26'8" 6'2"15 6'2"15 11'1"12 4'10"13 18' 6'10"4 23'5"12 5'5"12 28'8" 5'2"4 31'8"8 3'0"8 34'3"8 2'7" 37'8" 3'4"8 6'1"9 6'1"9 10'10"4 4'8"11 11'1"12 3"8 11'10"12 9" 12'4" 5"4 18' 5'8" 23'2"4 5'2"4 28'4"8 5'2"4 30'9"4 2'4"12 31'8"8 11"4 34'1"12 2'5"4 37'8" 3'6"41'8" 6"3 7'10"88'0"31'9'3"69'9"5(WB1) (a)(WB1) 24'0"12A B C D E F G H I J KL MNO P QRST UVWXYZ 5 12 3X4(B1) 5X5 5X53X3 3X6 5X8 3X5 5X5 3X4 3X4 5X5 5X5 6X8 4X7 5X8 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W4,W15,W17, W18 2x4 SP 2250f-1.9E; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 612 /-/-/407 /196 /492 Y 1849 /-/-/1214 /1159 /- K 1207 /-/-/686 /691 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 8.0 Min Req =2.9 K Brg Width = -Min Req =- Bearings B & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 38 -500 C - D 236 -506 D - E 798 -1087 E - F 1053 -1181 Chords Tens.Comp. F - G 993 -1084 G - H 794 -797 H - I 801 -689 I - J 505 -495 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 383 -358 Z - Y 379 -358 T - S 914 -875 Chords Tens.Comp. S - R 1192 -1043 R - O 1075 -972 O - M 1060 -956 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 517 -571 Y - X 1458 -1427 X - D 1465 -1440 D - T 1135 -1011 E - T 488 -429 E - S 445 -342 Webs Tens.Comp. G - M 805 -887 M - L 414 -373 M - I 955 -855 L - I 942 -976 L - J 993 -902 J - K 1182 -1183 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.61 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.045 F 999 360 VERT(CL):0.096 F 999 240 HORZ(LL):-0.023 L - - HORZ(TL):0.032 L - - Creep Factor: 2.0 Max TC CSI:0.694 Max BC CSI:0.492 Max W eb CSI:0.851 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T156 Ply: 1 Qty:1 SEQN:12565 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T110 DrwNo:079.20.1313.40008 AK /DF 03/19/2020 W4 W15 W17 W18 11'26'8" 6'2"15 6'2"15 11'1"12 4'10"13 18' 6'10"4 23'5"12 5'5"12 28'8" 5'2"4 31'8"8 3'0"8 34'3"8 2'7" 37'8" 3'4"8 6'1"9 6'1"9 10'10"4 4'8"11 11'1"12 3"8 11'10"12 9" 12'4" 5"4 18' 5'8" 23'2"4 5'2"4 28'4"8 5'2"4 30'9"4 2'4"12 31'8"8 11"4 34'1"12 2'5"4 37'8" 3'6"41'8" 6"3 7'10"88'0"31'9'3"69'9"5(WB1) (a)(WB1) 24'0"12A B C D E F G H I J KL MNO P QRST UVWXYZ 5 12 3X4(B1) 5X5 5X53X3 3X6 5X8 3X5 5X5 3X4 3X4 5X5 5X5 6X8 4X7 5X8 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W18,W20,W21 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 606 /-/-/397 /189 /496 AA 1873 /-/-/1209 /1180 /- L 1201 /-/-/690 /690 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AA Brg Width = 8.0 Min Req =3.0 L Brg Width = -Min Req =- Bearings B & AA Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 52 -492 C - D 290 -561 D - E 621 -909 E - F 1337 -1603 F - G 1433 -1719 Chords Tens.Comp. G - H 1428 -1713 H - I 913 -957 I - J 1040 -913 J - K 633 -598 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AB 377 -335 T - R 1622 -1405 Chords Tens.Comp. Q - N 1320 -1199 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AA 562 -598 AA- Z 1468 -1448 Z - D 1477 -1456 D - V 1158 -1030 E - V 862 -853 E - T 1179 -993 V - T 772 -743 T - F 467 -514 R - Q 1350 -1225 Webs Tens.Comp. R - H 578 -473 Q - H 442 -393 H - N 717 -844 N - J 1249 -1212 N - M 539 -501 J - M 976 -957 M - K 953 -894 K - L 1231 -1165 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.069 G 999 360 VERT(CL):0.148 G 999 240 HORZ(LL):-0.032 M - - HORZ(TL):0.052 M - - Creep Factor: 2.0 Max TC CSI:0.545 Max BC CSI:0.425 Max W eb CSI:0.850 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T157 Ply: 1 Qty:1 SEQN:12569 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T99 DrwNo:079.20.1313.40553 AK /DF 03/19/2020 W18 W20 W21 11'26'8" 6'3"5 6'3"5 11'1"6 4'10"1 16' 4'10"10 20'8" 4'8" 22'1"12 1'5"12 26'8" 4'6"4 30'9"4 4'1"4 33' 2'2"12 37'8" 4'8" 6'1"9 6'1"9 10'10"4 4'8"11 11'1"12 3"8 11'10"12 9" 12'4" 5"4 16'1"12 3'9"12 20'8" 4'6"4 22' 1'4" 26'4"8 4'4"8 30'7"8 4'3" 33' 2'4"8 37'8" 4'8"1'8" 6"3 7'10"87'2"31'2'4"9'9"1410'3"13(WB1) 24'0"12A B C D E F G H I J K LM NOPQ R STUV WXYZ AA AB 5 12 3X4(B1) 3X4 5X53X3 5X6 5X8 4X7 5X8 3X4 5X8 3X5 5X10(SRS) 6X8 6X8 3X8 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W18,W20,W21 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 606 /-/-/397 /189 /496 AA 1873 /-/-/1209 /1180 /- L 1201 /-/-/690 /690 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AA Brg Width = 8.0 Min Req =3.0 L Brg Width = -Min Req =- Bearings B & AA Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 52 -492 C - D 290 -561 D - E 621 -909 E - F 1337 -1603 F - G 1433 -1719 Chords Tens.Comp. G - H 1428 -1713 H - I 913 -957 I - J 1040 -913 J - K 633 -598 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AB 377 -335 T - R 1622 -1405 Chords Tens.Comp. Q - N 1320 -1199 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AA 562 -598 AA- Z 1468 -1448 Z - D 1477 -1456 D - V 1158 -1030 E - V 862 -853 E - T 1179 -993 V - T 772 -743 T - F 467 -514 R - Q 1350 -1225 Webs Tens.Comp. R - H 578 -473 Q - H 442 -393 H - N 717 -844 N - J 1249 -1212 N - M 539 -501 J - M 976 -957 M - K 953 -894 K - L 1231 -1165 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.069 G 999 360 VERT(CL):0.148 G 999 240 HORZ(LL):-0.032 M - - HORZ(TL):0.052 M - - Creep Factor: 2.0 Max TC CSI:0.545 Max BC CSI:0.425 Max W eb CSI:0.850 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T157 Ply: 1 Qty:1 SEQN:12569 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T99 DrwNo:079.20.1313.40553 AK /DF 03/19/2020 W18 W20 W21 11'26'8" 6'3"5 6'3"5 11'1"6 4'10"1 16' 4'10"10 20'8" 4'8" 22'1"12 1'5"12 26'8" 4'6"4 30'9"4 4'1"4 33' 2'2"12 37'8" 4'8" 6'1"9 6'1"9 10'10"4 4'8"11 11'1"12 3"8 11'10"12 9" 12'4" 5"4 16'1"12 3'9"12 20'8" 4'6"4 22' 1'4" 26'4"8 4'4"8 30'7"8 4'3" 33' 2'4"8 37'8" 4'8"1'8" 6"3 7'10"87'2"31'2'4"9'9"1410'3"13(WB1) 24'0"12A B C D E F G H I J K LM NOPQ R STUV WXYZ AA AB 5 12 3X4(B1) 3X4 5X53X3 5X6 5X8 4X7 5X8 3X4 5X8 3X5 5X10(SRS) 6X8 6X8 3X8 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11,W14,W16, W17 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 613 /-/-/406 /197 /496 W 1856 /-/-/1189 /1171 /- K 1206 /-/-/697 /694 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 W Brg Width = 8.0 Min Req =3.0 K Brg Width = -Min Req =- Bearings B & W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 52 -509 C - D 267 -536 D - E 348 -631 E - F 993 -1317 Chords Tens.Comp. F - G 1320 -1593 G - H 909 -1004 H - I 1088 -957 I - J 630 -600 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 393 -373 X - W 389 -373 R - Q 550 -510 Chords Tens.Comp. Q - P 1354 -1149 P - M 1603 -1460 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 579 -604 W -V 1440 -1432 V - D 1450 -1447 D - R 1116 -943 E - R 758 -823 E - Q 1079 -888 Q - F 610 -654 F - P 349 -419 Webs Tens.Comp. P - G 397 -161 G - M 849 -964 H - M 502 -329 M - I 1325 -1293 M - L 547 -497 I - L 968 -963 L - J 956 -887 J - K 1226 -1171 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.063 G 999 360 VERT(CL):0.136 G 999 240 HORZ(LL):-0.024 L - - HORZ(TL):0.048 I - - Creep Factor: 2.0 Max TC CSI:0.600 Max BC CSI:0.616 Max W eb CSI:0.906 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T158 Ply: 1 Qty:1 SEQN:12573 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T101 DrwNo:079.20.1313.38899 AK /DF 03/19/2020 W11 W14 W16 W17 11'26'8" 6'3"5 6'3"5 11'1"12 4'10"7 14' 2'10"4 19'5"12 5'5"12 24'8" 5'2"4 30'9"4 6'1"4 33' 2'2"12 37'8" 4'8" 6'1"9 6'1"9 10'10"4 4'8"11 11'1"12 3"8 11'10"12 9" 12'4" 5"4 14' 1'8" 19'2"4 5'2"4 24'4"8 5'2"4 30'7"8 6'3" 33' 2'4"8 37'8" 4'8"1'8" 6"3 7'10"86'4"31'9'9"1410'3"13(WB1) 24'0"12A B C D E F G H I J KL MNOPQR STUVWX 5 12 3X4(B1) 3X4 5X53X3 4X5 5X8 3X5 5X5 3X4 3X4 5X5 6X8 6X8 3X8 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W11,W14,W16, W17 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 613 /-/-/406 /197 /496 W 1856 /-/-/1189 /1171 /- K 1206 /-/-/697 /694 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 W Brg Width = 8.0 Min Req =3.0 K Brg Width = -Min Req =- Bearings B & W Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 52 -509 C - D 267 -536 D - E 348 -631 E - F 993 -1317 Chords Tens.Comp. F - G 1320 -1593 G - H 909 -1004 H - I 1088 -957 I - J 630 -600 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 393 -373 X - W 389 -373 R - Q 550 -510 Chords Tens.Comp. Q - P 1354 -1149 P - M 1603 -1460 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 579 -604 W -V 1440 -1432 V - D 1450 -1447 D - R 1116 -943 E - R 758 -823 E - Q 1079 -888 Q - F 610 -654 F - P 349 -419 Webs Tens.Comp. P - G 397 -161 G - M 849 -964 H - M 502 -329 M - I 1325 -1293 M - L 547 -497 I - L 968 -963 L - J 956 -887 J - K 1226 -1171 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.063 G 999 360 VERT(CL):0.136 G 999 240 HORZ(LL):-0.024 L - - HORZ(TL):0.048 I - - Creep Factor: 2.0 Max TC CSI:0.600 Max BC CSI:0.616 Max W eb CSI:0.906 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T158 Ply: 1 Qty:1 SEQN:12573 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T101 DrwNo:079.20.1313.38899 AK /DF 03/19/2020 W11 W14 W16 W17 11'26'8" 6'3"5 6'3"5 11'1"12 4'10"7 14' 2'10"4 19'5"12 5'5"12 24'8" 5'2"4 30'9"4 6'1"4 33' 2'2"12 37'8" 4'8" 6'1"9 6'1"9 10'10"4 4'8"11 11'1"12 3"8 11'10"12 9" 12'4" 5"4 14' 1'8" 19'2"4 5'2"4 24'4"8 5'2"4 30'7"8 6'3" 33' 2'4"8 37'8" 4'8"1'8" 6"3 7'10"86'4"31'9'9"1410'3"13(WB1) 24'0"12A B C D E F G H I J KL MNOPQR STUVWX 5 12 3X4(B1) 3X4 5X53X3 4X5 5X8 3X5 5X5 3X4 3X4 5X5 6X8 6X8 3X8 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W21,W30 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 558 /-/-/351 /144 /496 AM 1991 /-/-/1253 /1241 /- N 1168 /-/-/674 /670 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AM Brg Width = 8.0 Min Req =3.2 N Brg Width = -Min Req =- Bearings B & AM Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 132 -477 C - D 487 -690 E - F 1002 -1411 F - G 1011 -1422 G - H 1372 -1836 Chords Tens.Comp. H - I 1944 -2264 I - J 1697 -1866 J - K 1841 -1922 K - L 763 -659 L - M 708 -685 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AF-AD 1835 -1556 Chords Tens.Comp. AA- Y 2045 -1910 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AM 617 -594 AM-AL 1456 -1502 AL- D 1430 -1485 D -AI 1128 -907 E -AI 948 -1111 E -AF 1790 -1494 AF- G 757 -874 G -AD 510 -451 AD-AC 1733 -1552 AC- H 1504 -1600 AC-AA 2074 -1852 Webs Tens.Comp. H -AA 479 -558 AA- I 864 -652 I - Y 763 -821 Y - K 1565 -1502 Y - V 814 -761 K - T 713 -760 V - T 815 -754 T - M 936 -869 O - M 1182 -1124 O - N 1185 -1141 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.104 AA 999 360 VERT(CL):0.233 AA 999 240 HORZ(LL):-0.039 L - - HORZ(TL):0.090 L - - Creep Factor: 2.0 Max TC CSI:0.569 Max BC CSI:0.451 Max W eb CSI:0.976 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T159 Ply: 1 Qty:1 SEQN:12576 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T52 DrwNo:079.20.1313.40243 AK /DF 03/19/2020 W21 W30 11'26'8" 6'3"1 6'3"1 11'1"12 4'10"11 12' 10"4 16'3"5 4'3"5 17'9"1 1'5"12 22'8" 4'10"15 24'10"15 2'2"15 26'4"11 1'5"12 30'8"12 4'4"1 33' 2'3"4 37'8" 4'8" 6'1"5 6'1"5 10'10"4 4'8"15 11'1"12 3"8 11'10"12 9" 12'4" 5"4 16'5"1 4'1"1 17'9"1 1'4" 22'6"4 4'9"3 24'10"15 2'4"11 26'2"15 1'4" 30'7"8 4'4"9 32'10"4 2'2"12 34' 1'1"12 35'5"12 1'5"12 37'4"8 1'10"12 37'8" 3"81'8" 6"3 7'10"85'6"31'2'4"1'4"9'9"1410'3"1324'0"12A B C D E F G H I J K L M N OP QRSTU VWX Y ZAAABAC AD AEAFAG AHAIAJAK AL AMAN 5 12 3X4(B1) 3X4 5X5 3X3 3X6 5X8 3X10 6X8 3X4 5X8 4X10 5X10(SRS) 5X8 3X5 6X8 3X12 5X8 3X4 5X5 5X8 3X3 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W21,W30 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 558 /-/-/351 /144 /496 AM 1991 /-/-/1253 /1241 /- N 1168 /-/-/674 /670 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AM Brg Width = 8.0 Min Req =3.2 N Brg Width = -Min Req =- Bearings B & AM Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 132 -477 C - D 487 -690 E - F 1002 -1411 F - G 1011 -1422 G - H 1372 -1836 Chords Tens.Comp. H - I 1944 -2264 I - J 1697 -1866 J - K 1841 -1922 K - L 763 -659 L - M 708 -685 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AF-AD 1835 -1556 Chords Tens.Comp. AA- Y 2045 -1910 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AM 617 -594 AM-AL 1456 -1502 AL- D 1430 -1485 D -AI 1128 -907 E -AI 948 -1111 E -AF 1790 -1494 AF- G 757 -874 G -AD 510 -451 AD-AC 1733 -1552 AC- H 1504 -1600 AC-AA 2074 -1852 Webs Tens.Comp. H -AA 479 -558 AA- I 864 -652 I - Y 763 -821 Y - K 1565 -1502 Y - V 814 -761 K - T 713 -760 V - T 815 -754 T - M 936 -869 O - M 1182 -1124 O - N 1185 -1141 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.104 AA 999 360 VERT(CL):0.233 AA 999 240 HORZ(LL):-0.039 L - - HORZ(TL):0.090 L - - Creep Factor: 2.0 Max TC CSI:0.569 Max BC CSI:0.451 Max W eb CSI:0.976 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T159 Ply: 1 Qty:1 SEQN:12576 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T52 DrwNo:079.20.1313.40243 AK /DF 03/19/2020 W21 W30 11'26'8" 6'3"1 6'3"1 11'1"12 4'10"11 12' 10"4 16'3"5 4'3"5 17'9"1 1'5"12 22'8" 4'10"15 24'10"15 2'2"15 26'4"11 1'5"12 30'8"12 4'4"1 33' 2'3"4 37'8" 4'8" 6'1"5 6'1"5 10'10"4 4'8"15 11'1"12 3"8 11'10"12 9" 12'4" 5"4 16'5"1 4'1"1 17'9"1 1'4" 22'6"4 4'9"3 24'10"15 2'4"11 26'2"15 1'4" 30'7"8 4'4"9 32'10"4 2'2"12 34' 1'1"12 35'5"12 1'5"12 37'4"8 1'10"12 37'8" 3"81'8" 6"3 7'10"85'6"31'2'4"1'4"9'9"1410'3"1324'0"12A B C D E F G H I J K L M N OP QRSTU VWX Y ZAAABAC AD AEAFAG AHAIAJAK AL AMAN 5 12 3X4(B1) 3X4 5X5 3X3 3X6 5X8 3X10 6X8 3X4 5X8 4X10 5X10(SRS) 5X8 3X5 6X8 3X12 5X8 3X4 5X5 5X8 3X3 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W16,W17 2x4 SP 2250f-1.9E; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 583 /-/-/376 /173 /496 X 1931 /-/-/1212 /1205 /- K 1185 /-/-/687 /684 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 X Brg Width = 8.0 Min Req =3.1 K Brg Width = -Min Req =- Bearings B & X Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 38 -514 C - D 148 -492 D - E 325 -501 E - F 667 -1104 Chords Tens.Comp. F - G 1524 -1986 G - H 1319 -1628 H - I 683 -722 I - J 689 -663 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 411 -535 S - R 1187 -993 R - Q 2029 -1824 Chords Tens.Comp. Q - N 1431 -1328 N - L 1423 -1303 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 557 -380 Y - D 695 -804 D - X 676 -436 X - W 1141 -1349 W -E 1154 -1368 E - S 1708 -1417 S - F 874 -971 Webs Tens.Comp. F - R 1011 -982 R - G 577 -511 G - Q 589 -704 Q - H 548 -322 H - L 1026 -1068 L - J 970 -914 J - K 1191 -1140 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.073 G 999 360 VERT(CL):0.170 G 999 240 HORZ(LL):-0.041 I - - HORZ(TL):0.094 I - - Creep Factor: 2.0 Max TC CSI:0.817 Max BC CSI:0.630 Max W eb CSI:0.806 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T160 Ply: 1 Qty:1 SEQN:12580 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T95 DrwNo:079.20.1313.38837 AK /DF 03/19/2020 W16 W17 11'26'8" 5'1"5 5'1"5 10' 4'10"11 11'1"12 1'1"12 15'10"14 4'9"2 20'8" 4'9"2 25'9"8 5'1"8 33' 7'2"8 37'8" 4'8" 5'3"1 5'3"1 10'10"4 5'7"3 11'1"12 3"8 11'10"12 9" 12'4" 5"4 15'7"6 3'3"6 20'4"8 4'9"2 25'6" 5'1"8 30'9"4 5'3"4 32'10"4 2'1" 37'8" 4'9"121'8" 6"3 7'10"84'8"31'9'9"1410'3"13(WB1) (a) 24'0"12A B C D E F G H I J K LMNOPQRS TUVW X Y 5 12 3X4(B1)3X4 5X5 5X53X3 4X5 4X5 3X4 5X5 5X5 3X4 3X4 5X5 5X8 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W16,W17 2x4 SP 2250f-1.9E; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 583 /-/-/376 /173 /496 X 1931 /-/-/1212 /1205 /- K 1185 /-/-/687 /684 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 X Brg Width = 8.0 Min Req =3.1 K Brg Width = -Min Req =- Bearings B & X Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 38 -514 C - D 148 -492 D - E 325 -501 E - F 667 -1104 Chords Tens.Comp. F - G 1524 -1986 G - H 1319 -1628 H - I 683 -722 I - J 689 -663 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 411 -535 S - R 1187 -993 R - Q 2029 -1824 Chords Tens.Comp. Q - N 1431 -1328 N - L 1423 -1303 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 557 -380 Y - D 695 -804 D - X 676 -436 X - W 1141 -1349 W -E 1154 -1368 E - S 1708 -1417 S - F 874 -971 Webs Tens.Comp. F - R 1011 -982 R - G 577 -511 G - Q 589 -704 Q - H 548 -322 H - L 1026 -1068 L - J 970 -914 J - K 1191 -1140 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.073 G 999 360 VERT(CL):0.170 G 999 240 HORZ(LL):-0.041 I - - HORZ(TL):0.094 I - - Creep Factor: 2.0 Max TC CSI:0.817 Max BC CSI:0.630 Max W eb CSI:0.806 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T160 Ply: 1 Qty:1 SEQN:12580 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T95 DrwNo:079.20.1313.38837 AK /DF 03/19/2020 W16 W17 11'26'8" 5'1"5 5'1"5 10' 4'10"11 11'1"12 1'1"12 15'10"14 4'9"2 20'8" 4'9"2 25'9"8 5'1"8 33' 7'2"8 37'8" 4'8" 5'3"1 5'3"1 10'10"4 5'7"3 11'1"12 3"8 11'10"12 9" 12'4" 5"4 15'7"6 3'3"6 20'4"8 4'9"2 25'6" 5'1"8 30'9"4 5'3"4 32'10"4 2'1" 37'8" 4'9"121'8" 6"3 7'10"84'8"31'9'9"1410'3"13(WB1) (a) 24'0"12A B C D E F G H I J K LMNOPQRS TUVW X Y 5 12 3X4(B1)3X4 5X5 5X53X3 4X5 4X5 3X4 5X5 5X5 3X4 3X4 5X5 5X8 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W12,W18 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 584 /-/-/380 /185 /496 Y 1934 /-/-/1196 /1189 /- L 1184 /-/-/690 /688 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 8.0 Min Req =3.1 L Brg Width = -Min Req =- Bearings B & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 116 -515 C - D 156 -423 D - E 412 -652 E - F 549 -1069 F - G 1675 -2247 Chords Tens.Comp. G - H 1381 -1765 H - I 1604 -1751 I - J 698 -662 J - K 687 -661 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 421 -689 V - T 315 -390 T - S 1186 -968 Chords Tens.Comp. S - R 2324 -2075 R - O 1024 -956 O - M 1027 -934 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 585 -374 D - Y 756 -605 Y - X 1141 -1371 X - E 1153 -1365 E - T 1775 -1466 T - F 904 -1024 F - S 1330 -1271 Webs Tens.Comp. S - G 747 -692 G - R 697 -833 H - R 552 -402 R - I 1017 -969 I - M 807 -858 M - K 953 -889 K - L 1202 -1146 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.082 G 999 360 VERT(CL):0.191 Q 999 240 HORZ(LL):-0.044 J - - HORZ(TL):0.103 J - - Creep Factor: 2.0 Max TC CSI:0.582 Max BC CSI:0.827 Max W eb CSI:0.987 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T161 Ply: 1 Qty:1 SEQN:12584 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T103 DrwNo:079.20.1313.26950 AK /DF 03/19/2020 W12 W18 11'26'8" 4'1"5 4'1"5 8' 3'10"11 11'1"12 3'1"12 14'10"14 3'9"2 18'8" 3'9"2 24'7"12 5'11"12 28'9"14 4'2"2 33' 4'2"2 37'8" 4'8" 8' 8' 10'10"4 2'10"4 11'1"12 3"8 11'10"12 9" 12'4" 5"4 14'7"6 2'3"6 18'4"8 3'9"2 24'7"12 6'3"4 30'9"4 6'1"8 32'10"4 2'1" 37'8" 4'9"121'8" 6"3 7'10"83'10"31'9'9"1410'3"1324'0"12A B C D E F G H I J K L MNOPQRST UVWXYZ 5 12 3X4(B1) 5X8 3X4 4X63X3 4X5 4X5 4X4 4X4 5X5 5X8 3X5 5X5 5X8 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W12,W18 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 584 /-/-/380 /185 /496 Y 1934 /-/-/1196 /1189 /- L 1184 /-/-/690 /688 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 8.0 Min Req =3.1 L Brg Width = -Min Req =- Bearings B & Y Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 116 -515 C - D 156 -423 D - E 412 -652 E - F 549 -1069 F - G 1675 -2247 Chords Tens.Comp. G - H 1381 -1765 H - I 1604 -1751 I - J 698 -662 J - K 687 -661 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 421 -689 V - T 315 -390 T - S 1186 -968 Chords Tens.Comp. S - R 2324 -2075 R - O 1024 -956 O - M 1027 -934 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 585 -374 D - Y 756 -605 Y - X 1141 -1371 X - E 1153 -1365 E - T 1775 -1466 T - F 904 -1024 F - S 1330 -1271 Webs Tens.Comp. S - G 747 -692 G - R 697 -833 H - R 552 -402 R - I 1017 -969 I - M 807 -858 M - K 953 -889 K - L 1202 -1146 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.082 G 999 360 VERT(CL):0.191 Q 999 240 HORZ(LL):-0.044 J - - HORZ(TL):0.103 J - - Creep Factor: 2.0 Max TC CSI:0.582 Max BC CSI:0.827 Max W eb CSI:0.987 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T161 Ply: 1 Qty:1 SEQN:12584 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T103 DrwNo:079.20.1313.26950 AK /DF 03/19/2020 W12 W18 11'26'8" 4'1"5 4'1"5 8' 3'10"11 11'1"12 3'1"12 14'10"14 3'9"2 18'8" 3'9"2 24'7"12 5'11"12 28'9"14 4'2"2 33' 4'2"2 37'8" 4'8" 8' 8' 10'10"4 2'10"4 11'1"12 3"8 11'10"12 9" 12'4" 5"4 14'7"6 2'3"6 18'4"8 3'9"2 24'7"12 6'3"4 30'9"4 6'1"8 32'10"4 2'1" 37'8" 4'9"121'8" 6"3 7'10"83'10"31'9'9"1410'3"1324'0"12A B C D E F G H I J K L MNOPQRST UVWXYZ 5 12 3X4(B1) 5X8 3X4 4X63X3 4X5 4X5 4X4 4X4 5X5 5X8 3X5 5X5 5X8 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 6.00 TC: From 36 plf at 6.00 to 36 plf at 9.06 TC: From 72 plf at 9.06 to 72 plf at 37.67 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.00 BC: From 10 plf at 6.00 to 10 plf at 9.06 BC: From 20 plf at 9.06 to 20 plf at 37.67 TC: 229 lb Conc. Load at 6.00 TC: 183 lb Conc. Load at 7.06, 9.06 BC: 267 lb Conc. Load at 6.00 BC: 111 lb Conc. Load at 7.06, 9.06 Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 893 /-/-/-/501 /- U 2587 /-/-/-/1514 /- J 1169 /-/-/-/671 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 U Brg Width = 8.0 Min Req =2.3 J Brg Width = -Min Req =- Bearings B & U Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 289 -560 D - E 646 -1158 E - F 557 -956 Chords Tens.Comp. F - G 303 -496 G - H 275 -462 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 470 -227 V - U 483 -228 Chords Tens.Comp. P - O 1234 -699 O - L 835 -479 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 450 -792 U - T 521 -756 T - D 530 -778 D - P 1523 -848 P - E 318 -453 E - O 227 -403 Webs Tens.Comp. F - L 287 -505 L - H 635 -376 H - K 310 -462 K - I 460 -263 I - J 346 -567 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.81 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.064 E 999 360 VERT(CL):0.137 E 999 240 HORZ(LL):0.026 H - - HORZ(TL):0.059 H - - Creep Factor: 2.0 Max TC CSI:0.614 Max BC CSI:0.488 Max W eb CSI:0.408 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T162 Ply: 2 Qty:1 SEQN:12589 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T102 DrwNo:079.20.1313.27761 AK /DF 03/19/2020 2 Complete Trusses Required 11'26'8" 6' 6' 11'1"12 5'1"12 16'8" 5'6"4 23'9"8 7'1"8 30'9"4 6'11"12 32'8" 1'10"12 37'8" 5' 6'1"12 6'1"12 10'10"4 4'8"8 11'1"12 3"8 11'10"12 9" 12'4" 5"4 16'4"8 4'0"8 23'6" 7'1"8 30'7"8 7'1"8 37'8" 7'0"81'8" 6"3 7'10"83'0"31'9'8"310'2"224'0"12A B C D E F G H I JK LMNOP QRSTUV 5 12 3X4(B1) 5X8 3X43X3 4X4 4X4 5X5 5X5 3X4 5X8 5X8 3X8 3X3 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 6.00 TC: From 36 plf at 6.00 to 36 plf at 9.06 TC: From 72 plf at 9.06 to 72 plf at 37.67 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.00 BC: From 10 plf at 6.00 to 10 plf at 9.06 BC: From 20 plf at 9.06 to 20 plf at 37.67 TC: 229 lb Conc. Load at 6.00 TC: 183 lb Conc. Load at 7.06, 9.06 BC: 267 lb Conc. Load at 6.00 BC: 111 lb Conc. Load at 7.06, 9.06 Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 893 /-/-/-/501 /- U 2587 /-/-/-/1514 /- J 1169 /-/-/-/671 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 U Brg Width = 8.0 Min Req =2.3 J Brg Width = -Min Req =- Bearings B & U Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 289 -560 D - E 646 -1158 E - F 557 -956 Chords Tens.Comp. F - G 303 -496 G - H 275 -462 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 470 -227 V - U 483 -228 Chords Tens.Comp. P - O 1234 -699 O - L 835 -479 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 450 -792 U - T 521 -756 T - D 530 -778 D - P 1523 -848 P - E 318 -453 E - O 227 -403 Webs Tens.Comp. F - L 287 -505 L - H 635 -376 H - K 310 -462 K - I 460 -263 I - J 346 -567 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.81 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.064 E 999 360 VERT(CL):0.137 E 999 240 HORZ(LL):0.026 H - - HORZ(TL):0.059 H - - Creep Factor: 2.0 Max TC CSI:0.614 Max BC CSI:0.488 Max W eb CSI:0.408 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T162 Ply: 2 Qty:1 SEQN:12589 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T102 DrwNo:079.20.1313.27761 AK /DF 03/19/2020 2 Complete Trusses Required 11'26'8" 6' 6' 11'1"12 5'1"12 16'8" 5'6"4 23'9"8 7'1"8 30'9"4 6'11"12 32'8" 1'10"12 37'8" 5' 6'1"12 6'1"12 10'10"4 4'8"8 11'1"12 3"8 11'10"12 9" 12'4" 5"4 16'4"8 4'0"8 23'6" 7'1"8 30'7"8 7'1"8 37'8" 7'0"81'8" 6"3 7'10"83'0"31'9'8"310'2"224'0"12A B C D E F G H I JK LMNOP QRSTUV 5 12 3X4(B1) 5X8 3X43X3 4X4 4X4 5X5 5X5 3X4 5X8 5X8 3X8 3X3 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W7,W14,W16, W17 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: -0.23" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1249 /-/-/765 /774 /408 I 1249 /-/-/715 /917 /- Wind reactions based on MWFRS T Brg Width = 8.0 Min Req =2.0 I Brg Width = -Min Req =- Bearing T Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2341 -2091 B - C 2495 -2220 C - D 2291 -2845 D - E 1459 -1836 Chords Tens.Comp. E - F 921 -1034 F - G 965 -882 G - H 397 -390 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - P 4617 -4655 P - O 4661 -4713 Chords Tens.Comp. O - N 2533 -2414 N - K 1597 -1519 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 1345 -1172 A - R 2376 -2660 T - R 1 -592 R - C 1721 -2440 P - C 494 -413 C - O 2299 -2121 O - D 526 -441 Webs Tens.Comp. D - N 1112 -1062 N - E 626 -539 E - K 957 -997 K - G 1066 -1043 J - G 1013 -1033 J - H 1091 -994 H - I 1209 -1235 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.58 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.227 O 999 360 VERT(CL):0.370 O 876 240 HORZ(LL):-0.143 J - - HORZ(TL):0.212 J - - Creep Factor: 2.0 Max TC CSI:0.681 Max BC CSI:0.697 Max W eb CSI:0.991 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T163 Ply: 1 Qty:1 SEQN:12593 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T152 DrwNo:079.20.1313.29087 AK /DF 03/19/2020 B2 W7 W14 W16 W17 27' 1'2"12 1'2"12 4' 2'9"4 9'5" 5'5" 14'10" 5'5" 20' 5'2" 24'8" 4'8" 27' 2'4" 1'8" 1'8" 9'1"8 7'5"8 14'6"8 5'5" 19'11"8 5'5" 24'6"4 4'6"12 27' 2'5"122'2"37'10"81'8'10"3(WB1) 24'0"12 A B C D E F G H IJ KLMNOP QRST 5 12 3X8 6X6 7X10 6X12(SRS) 5X8 3X4 3X4 3X4 5X5 6X8 4X8 4X7 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W7,W14,W16, W17 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: -0.23" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1249 /-/-/765 /774 /408 I 1249 /-/-/715 /917 /- Wind reactions based on MWFRS T Brg Width = 8.0 Min Req =2.0 I Brg Width = -Min Req =- Bearing T Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2341 -2091 B - C 2495 -2220 C - D 2291 -2845 D - E 1459 -1836 Chords Tens.Comp. E - F 921 -1034 F - G 965 -882 G - H 397 -390 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - P 4617 -4655 P - O 4661 -4713 Chords Tens.Comp. O - N 2533 -2414 N - K 1597 -1519 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 1345 -1172 A - R 2376 -2660 T - R 1 -592 R - C 1721 -2440 P - C 494 -413 C - O 2299 -2121 O - D 526 -441 Webs Tens.Comp. D - N 1112 -1062 N - E 626 -539 E - K 957 -997 K - G 1066 -1043 J - G 1013 -1033 J - H 1091 -994 H - I 1209 -1235 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.58 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.227 O 999 360 VERT(CL):0.370 O 876 240 HORZ(LL):-0.143 J - - HORZ(TL):0.212 J - - Creep Factor: 2.0 Max TC CSI:0.681 Max BC CSI:0.697 Max W eb CSI:0.991 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T163 Ply: 1 Qty:1 SEQN:12593 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T152 DrwNo:079.20.1313.29087 AK /DF 03/19/2020 B2 W7 W14 W16 W17 27' 1'2"12 1'2"12 4' 2'9"4 9'5" 5'5" 14'10" 5'5" 20' 5'2" 24'8" 4'8" 27' 2'4" 1'8" 1'8" 9'1"8 7'5"8 14'6"8 5'5" 19'11"8 5'5" 24'6"4 4'6"12 27' 2'5"122'2"37'10"81'8'10"3(WB1) 24'0"12 A B C D E F G H IJ KLMNOP QRST 5 12 3X8 6X6 7X10 6X12(SRS) 5X8 3X4 3X4 3X4 5X5 6X8 4X8 4X7 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W8 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Negative reaction(s) of -456# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 797 /-/-/495 /435 /472 I 2032 /-/-/1268 /1432 /- H -/-456 /-/226 /250 /- Wind reactions based on MWFRS M Brg Width = 8.0 Min Req =1.5 I Brg Width = 8.0 Min Req =3.2 H Brg Width = -Min Req =- Bearings M & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 982 -1235 B - C 764 -1223 C - D 273 -532 Chords Tens.Comp. D - E 523 -548 E - F 487 -334 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 5 -549 L - K 1427 -1707 Chords Tens.Comp. K - J 1047 -1097 I - H 318 -394 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 569 -780 A - L 1446 -1154 L - B 661 -721 B - K 611 -373 C - J 777 -732 Webs Tens.Comp. D - J 599 -476 J - E 1198 -1148 E - I 1170 -1197 I - F 696 -736 F - H 692 -560 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.13 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.053 C 999 360 VERT(CL):0.091 K 999 240 HORZ(LL):-0.018 A - - HORZ(TL):0.027 A - - Creep Factor: 2.0 Max TC CSI:0.717 Max BC CSI:0.554 Max W eb CSI:0.966 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T164 Ply: 1 Qty:1 SEQN:12605 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T135 DrwNo:079.20.1313.28026 AK /DF 03/19/2020 W8 21'6' 2' 2' 7'11"15 5'11"15 13'9"11 5'9"13 19'10" 6'0"5 21'8" 1'10" 27' 5'4" 1'8"8 1'8"8 7'8"7 5'11"15 13'10"1 6'1"11 21' 7'1"15 27' 6' 1'4"3 8'0"38'9"6(WB2)(WB1) 24'0"12 A B C D E F G HIJKLM 5 12 4X4 1.5X6 4X4 5X5 3X4 3X4 5X5 6X8 4X5 5X5 5X5 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W8 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Negative reaction(s) of -456# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 797 /-/-/495 /435 /472 I 2032 /-/-/1268 /1432 /- H -/-456 /-/226 /250 /- Wind reactions based on MWFRS M Brg Width = 8.0 Min Req =1.5 I Brg Width = 8.0 Min Req =3.2 H Brg Width = -Min Req =- Bearings M & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 982 -1235 B - C 764 -1223 C - D 273 -532 Chords Tens.Comp. D - E 523 -548 E - F 487 -334 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 5 -549 L - K 1427 -1707 Chords Tens.Comp. K - J 1047 -1097 I - H 318 -394 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 569 -780 A - L 1446 -1154 L - B 661 -721 B - K 611 -373 C - J 777 -732 Webs Tens.Comp. D - J 599 -476 J - E 1198 -1148 E - I 1170 -1197 I - F 696 -736 F - H 692 -560 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.13 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.053 C 999 360 VERT(CL):0.091 K 999 240 HORZ(LL):-0.018 A - - HORZ(TL):0.027 A - - Creep Factor: 2.0 Max TC CSI:0.717 Max BC CSI:0.554 Max W eb CSI:0.966 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T164 Ply: 1 Qty:1 SEQN:12605 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T135 DrwNo:079.20.1313.28026 AK /DF 03/19/2020 W8 21'6' 2' 2' 7'11"15 5'11"15 13'9"11 5'9"13 19'10" 6'0"5 21'8" 1'10" 27' 5'4" 1'8"8 1'8"8 7'8"7 5'11"15 13'10"1 6'1"11 21' 7'1"15 27' 6' 1'4"3 8'0"38'9"6(WB2)(WB1) 24'0"12 A B C D E F G HIJKLM 5 12 4X4 1.5X6 4X4 5X5 3X4 3X4 5X5 6X8 4X5 5X5 5X5 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W4 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Negative reaction(s) of -509# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 785 /-/-/497 /442 /467 H 2103 /-/-/1288 /1420 /- G -/-509 /-/226 /295 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 H Brg Width = 8.0 Min Req =3.3 G Brg Width = -Min Req =- Bearings A & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 898 -1303 B - C 414 -570 Chords Tens.Comp. C - D 655 -588 D - E 583 -301 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 1118 -1178 Chords Tens.Comp. J - I 1115 -1178 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 749 -740 C - I 641 -524 I - D 1241 -1180 Webs Tens.Comp. D - H 1275 -1325 H - E 638 -677 E - G 654 -349 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.71 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.049 B 999 360 VERT(CL):0.090 J 999 240 HORZ(LL):-0.019 B - - HORZ(TL):0.025 B - - Creep Factor: 2.0 Max TC CSI:0.811 Max BC CSI:0.597 Max W eb CSI:0.867 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T165 Ply: 1 Qty:1 SEQN:12601 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T75 DrwNo:079.20.1313.41694 AK /DF 03/19/2020 W4 21'6' 6'10"14 6'10"14 13'3"3 6'4"5 19'10" 6'6"13 23'8" 3'10" 27' 3'4" 6'9"2 6'9"2 13'3"9 6'6"7 21' 7'8"7 27' 6' 6"3 7'2"38'9"6(WB2)(WB1) 24'0"12 A B C D E F GHIJ 5 12 3X4(B1)1.5X4 3X4 5X5 6X8 4X5 5X5 5X5 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W4 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Negative reaction(s) of -509# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 785 /-/-/497 /442 /467 H 2103 /-/-/1288 /1420 /- G -/-509 /-/226 /295 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 H Brg Width = 8.0 Min Req =3.3 G Brg Width = -Min Req =- Bearings A & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 898 -1303 B - C 414 -570 Chords Tens.Comp. C - D 655 -588 D - E 583 -301 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 1118 -1178 Chords Tens.Comp. J - I 1115 -1178 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 749 -740 C - I 641 -524 I - D 1241 -1180 Webs Tens.Comp. D - H 1275 -1325 H - E 638 -677 E - G 654 -349 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.71 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.049 B 999 360 VERT(CL):0.090 J 999 240 HORZ(LL):-0.019 B - - HORZ(TL):0.025 B - - Creep Factor: 2.0 Max TC CSI:0.811 Max BC CSI:0.597 Max W eb CSI:0.867 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T165 Ply: 1 Qty:1 SEQN:12601 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T75 DrwNo:079.20.1313.41694 AK /DF 03/19/2020 W4 21'6' 6'10"14 6'10"14 13'3"3 6'4"5 19'10" 6'6"13 23'8" 3'10" 27' 3'4" 6'9"2 6'9"2 13'3"9 6'6"7 21' 7'8"7 27' 6' 6"3 7'2"38'9"6(WB2)(WB1) 24'0"12 A B C D E F GHIJ 5 12 3X4(B1)1.5X4 3X4 5X5 6X8 4X5 5X5 5X5 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W7 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 5 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 873 /-/-/591 /404 /353 Q 2721 /-/-/1581 /1329 /- W 1000 /-/-/743 /485 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Q Brg Width = 3.5 Min Req =- W Brg Width = 8.0 Min Req =1.6 Bearings B, Q, & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 769 -1085 D - E 1030 -512 E - F 1336 -796 Chords Tens.Comp. F - G 450 -117 G - H 584 -582 H - I 1138 -1375 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 913 -504 V - U 910 -504 S - Q 1277 -903 Q - O 630 -465 Chords Tens.Comp. O - M 627 -461 L - K 1174 -874 K - I 1178 -873 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 708 -737 U - D 528 -401 U - S 379 -297 D - S 1172 -1098 E - S 546 -396 E - Q 1373 -1730 Webs Tens.Comp. Q - F 1177 -1126 F - M 809 -650 M - L 477 -111 M - G 955 -941 L - G 416 -360 L - H 863 -815 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.041 K 999 360 VERT(CL):0.109 K 999 240 HORZ(LL):0.012 K - - HORZ(TL):0.027 K - - Creep Factor: 2.0 Max TC CSI:0.939 Max BC CSI:0.599 Max W eb CSI:0.860 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T166 Ply: 1 Qty:1 SEQN:12611 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T94 DrwNo:079.20.1313.41241 AK /DF 03/19/2020 W5 W7 BL1 21'23'8" 6'10"14 6'10"14 13'4"15 6'6"1 19'10" 6'5"1 25'8" 5'10" 30'8" 5' 37'4"15 6'8"15 44'8" 7'3"1 6'9"2 6'9"2 13'1"13 6'4"11 20'6" 7'4"3 21' 6" 21'7"12 7"12 25'8" 4'0"4 30'6"4 4'10"4 37'6"11 7'0"7 44'8" 7'1"51'8"1'8" 6"3 6'4"31'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J KL M N O PQRSTUV W 5 12 3X5(B1) 3X4 5X10 5X6 6X8 5X85X5 5X6 5X8 5X8 5X8 3X4 3X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W7 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 5 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 873 /-/-/591 /404 /353 Q 2721 /-/-/1581 /1329 /- W 1000 /-/-/743 /485 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Q Brg Width = 3.5 Min Req =- W Brg Width = 8.0 Min Req =1.6 Bearings B, Q, & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 769 -1085 D - E 1030 -512 E - F 1336 -796 Chords Tens.Comp. F - G 450 -117 G - H 584 -582 H - I 1138 -1375 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 913 -504 V - U 910 -504 S - Q 1277 -903 Q - O 630 -465 Chords Tens.Comp. O - M 627 -461 L - K 1174 -874 K - I 1178 -873 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 708 -737 U - D 528 -401 U - S 379 -297 D - S 1172 -1098 E - S 546 -396 E - Q 1373 -1730 Webs Tens.Comp. Q - F 1177 -1126 F - M 809 -650 M - L 477 -111 M - G 955 -941 L - G 416 -360 L - H 863 -815 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.041 K 999 360 VERT(CL):0.109 K 999 240 HORZ(LL):0.012 K - - HORZ(TL):0.027 K - - Creep Factor: 2.0 Max TC CSI:0.939 Max BC CSI:0.599 Max W eb CSI:0.860 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T166 Ply: 1 Qty:1 SEQN:12611 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T94 DrwNo:079.20.1313.41241 AK /DF 03/19/2020 W5 W7 BL1 21'23'8" 6'10"14 6'10"14 13'4"15 6'6"1 19'10" 6'5"1 25'8" 5'10" 30'8" 5' 37'4"15 6'8"15 44'8" 7'3"1 6'9"2 6'9"2 13'1"13 6'4"11 20'6" 7'4"3 21' 6" 21'7"12 7"12 25'8" 4'0"4 30'6"4 4'10"4 37'6"11 7'0"7 44'8" 7'1"51'8"1'8" 6"3 6'4"31'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J KL M N O PQRSTUV W 5 12 3X5(B1) 3X4 5X10 5X6 6X8 5X85X5 5X6 5X8 5X8 5X8 3X4 3X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W8,W9,W10, W14 2x4 SP 2250f-1.9E; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 6 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 781 /-/-/508 /337 /353 Y 2935 /-/-/1750 /1453 /- N 918 /-/-/684 /426 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 3.5 Min Req =- N Brg Width = 8.0 Min Req =1.5 Bearings B, Y, & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 383 -285 C - D 752 -1208 D - E 439 -782 E - F 567 -103 F - G 1379 -794 G - H 1592 -857 Chords Tens.Comp. H - I 1650 -1083 I - J 468 -242 J - K 580 -610 K - L 1109 -1274 L - M 1345 -1649 M - N 410 -351 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C -AF 1061 -588 AF-AD 1095 -626 AD-AC 649 -439 AA- Y 1556 -1241 Y - W 1710 -1531 Chords Tens.Comp. V - U 503 -112 U - T 1109 -789 T - Q 1507 -1125 Q - M 1452 -1077 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AD 467 -447 AD- E 382 -169 E -AC 672 -785 AC- F 599 -461 AC-AA 681 -499 F -AA 1166 -1099 G -AA 504 -336 G - Y 1079 -1661 Webs Tens.Comp. Y - H 717 -597 W -I 1293 -1255 W -V 509 -490 I - V 830 -696 V - J 844 -904 J - U 434 -392 U - K 784 -701 T - L 425 -397 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.091 AE 999 360 VERT(CL):0.202 AE 999 240 HORZ(LL):0.033 P - - HORZ(TL):0.076 P - - Creep Factor: 2.0 Max TC CSI:0.896 Max BC CSI:0.705 Max W eb CSI:0.750 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T167 Ply: 1 Qty:1 SEQN:12619 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T63 DrwNo:079.20.1313.29213 AK /DF 03/19/2020 W8 W9 W10 W14 BL1 21'23'8" 10"6 1'4"6 (TYP) 40'2"8 4'0"7 4'0"7 8'2"15 4'2"8 14'0"15 5'10"1 19'10" 5'9"1 21'6" 1'8" 27'8" 6'2" 32'8" 5' 37'4" 4'8" 40'11"3 3'7"3 44'8" 3'8"13 9" 9" 10"10 1"11 2'8" 1'9"6 7'11"7 5'3"7 13'9"13 5'10"7 20'6" 6'8"3 21'6" 1' 27'9"12 6'3"12 32'8" 4'10"4 37'7"8 4'11"8 42'4"9 4'9"1 43'11"6 1'6"13 44'8" 8"10 1'8"1'8" 6"3 5'6"36" 1'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J K L MN O PQRSTUV W X YZAA AB ACADAEAF AGAH 5 12 3X5(B1) 3X8(**) 1.5X4(**)1.5X6(++) 1.5X4 5X10 5X6 6X8 5X8 1.5X4 5X5 5X8 1.5X4 5X6 3X8 5X8 5X6 1.5X4 1.5X6(++) 3X8(++) 3X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W8,W9,W10, W14 2x4 SP 2250f-1.9E; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 6 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 781 /-/-/508 /337 /353 Y 2935 /-/-/1750 /1453 /- N 918 /-/-/684 /426 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 3.5 Min Req =- N Brg Width = 8.0 Min Req =1.5 Bearings B, Y, & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 383 -285 C - D 752 -1208 D - E 439 -782 E - F 567 -103 F - G 1379 -794 G - H 1592 -857 Chords Tens.Comp. H - I 1650 -1083 I - J 468 -242 J - K 580 -610 K - L 1109 -1274 L - M 1345 -1649 M - N 410 -351 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C -AF 1061 -588 AF-AD 1095 -626 AD-AC 649 -439 AA- Y 1556 -1241 Y - W 1710 -1531 Chords Tens.Comp. V - U 503 -112 U - T 1109 -789 T - Q 1507 -1125 Q - M 1452 -1077 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AD 467 -447 AD- E 382 -169 E -AC 672 -785 AC- F 599 -461 AC-AA 681 -499 F -AA 1166 -1099 G -AA 504 -336 G - Y 1079 -1661 Webs Tens.Comp. Y - H 717 -597 W -I 1293 -1255 W -V 509 -490 I - V 830 -696 V - J 844 -904 J - U 434 -392 U - K 784 -701 T - L 425 -397 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.091 AE 999 360 VERT(CL):0.202 AE 999 240 HORZ(LL):0.033 P - - HORZ(TL):0.076 P - - Creep Factor: 2.0 Max TC CSI:0.896 Max BC CSI:0.705 Max W eb CSI:0.750 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T167 Ply: 1 Qty:1 SEQN:12619 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T63 DrwNo:079.20.1313.29213 AK /DF 03/19/2020 W8 W9 W10 W14 BL1 21'23'8" 10"6 1'4"6 (TYP) 40'2"8 4'0"7 4'0"7 8'2"15 4'2"8 14'0"15 5'10"1 19'10" 5'9"1 21'6" 1'8" 27'8" 6'2" 32'8" 5' 37'4" 4'8" 40'11"3 3'7"3 44'8" 3'8"13 9" 9" 10"10 1"11 2'8" 1'9"6 7'11"7 5'3"7 13'9"13 5'10"7 20'6" 6'8"3 21'6" 1' 27'9"12 6'3"12 32'8" 4'10"4 37'7"8 4'11"8 42'4"9 4'9"1 43'11"6 1'6"13 44'8" 8"10 1'8"1'8" 6"3 5'6"36" 1'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J K L MN O PQRSTUV W X YZAA AB ACADAEAF AGAH 5 12 3X5(B1) 3X8(**) 1.5X4(**)1.5X6(++) 1.5X4 5X10 5X6 6X8 5X8 1.5X4 5X5 5X8 1.5X4 5X6 3X8 5X8 5X6 1.5X4 1.5X6(++) 3X8(++) 3X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7,W9 2x4 SP 2250f-1.9E; Plating Notes All plates are 5X6 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 7 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 774 /-/-/504 /329 /353 Y 2962 /-/-/1756 /1471 /- L 910 /-/-/679 /418 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 3.5 Min Req =- L Brg Width = 8.0 Min Req =1.5 Bearings B, Y, & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 466 -352 C - D 437 -930 D - E 613 -113 E - F 1423 -839 F - G 1774 -1146 Chords Tens.Comp. G - H 1037 -611 I - J 754 -844 J - K 1275 -1498 K - L 459 -403 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C -AF 692 -427 AF-AD 782 -489 AD-AC 776 -487 AA- Y 1583 -1274 Y - W 1077 -914 Chords Tens.Comp. W -U 1067 -901 T - S 720 -322 S - R 1323 -1022 R - O 1330 -1024 O - K 1241 -951 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AH 439 -416 D -AC 783 -895 AC- E 606 -462 AC-AA 693 -555 E -AA 1180 -1118 F -AA 495 -338 F - Y 1511 -1968 Y - G 1070 -1031 Webs Tens.Comp. G - U 628 -448 U - H 976 -952 U - T 271 -380 H - T 598 -550 T - I 747 -765 I - S 403 -349 S - J 785 -676 N - K 387 -415 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.106 AE 999 360 VERT(CL):0.284 AE 882 240 HORZ(LL):0.039 N - - HORZ(TL):0.091 N - - Creep Factor: 2.0 Max TC CSI:0.887 Max BC CSI:0.779 Max W eb CSI:0.888 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T168 Ply: 1 Qty:1 SEQN:12626 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T93 DrwNo:079.20.1313.40788 AK /DF 03/19/2020 W7 W9 BL1 21'23'8" 10"6 1'4"6 (TYP) 19'5"20'9"8 7'7"14 7'7"14 13'10"5 6'2"7 19'10" 5'11"11 25'5"4 5'7"4 29'8" 4'2"12 34'8" 5' 38'9"12 4'1"12 44'8" 5'10"4 9"2 9"2 10"10 1"9 2'8" 1'9"6 7'6"2 4'10"2 13'8"15 6'2"13 20'6" 6'9"1 21' 6" 21'7"12 7"12 25'5"4 3'9"8 29'9"12 4'4"8 34'8" 4'10"4 38'11"8 4'3"8 42'4"9 3'5"1 43'11"6 1'6"13 44'8" 8"101'8" 1'8" 6"3 4'8"36" 1'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J K L M NOPQRST UVWX YZAA AB ACADAEAF AGAH 5 12 3X5(B1) 3X8(**) 1.5X4(**)1.5X6(++) 3X4 3X8 6X8 5X8 1.5X4 1.5X4 1.5X4 3X4 5X81.5X4 3X8 5X8 3X4 1.5X4 1.5X6(++)3X10(++)3X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7,W9 2x4 SP 2250f-1.9E; Plating Notes All plates are 5X6 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 7 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 774 /-/-/504 /329 /353 Y 2962 /-/-/1756 /1471 /- L 910 /-/-/679 /418 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Y Brg Width = 3.5 Min Req =- L Brg Width = 8.0 Min Req =1.5 Bearings B, Y, & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 466 -352 C - D 437 -930 D - E 613 -113 E - F 1423 -839 F - G 1774 -1146 Chords Tens.Comp. G - H 1037 -611 I - J 754 -844 J - K 1275 -1498 K - L 459 -403 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C -AF 692 -427 AF-AD 782 -489 AD-AC 776 -487 AA- Y 1583 -1274 Y - W 1077 -914 Chords Tens.Comp. W -U 1067 -901 T - S 720 -322 S - R 1323 -1022 R - O 1330 -1024 O - K 1241 -951 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AH 439 -416 D -AC 783 -895 AC- E 606 -462 AC-AA 693 -555 E -AA 1180 -1118 F -AA 495 -338 F - Y 1511 -1968 Y - G 1070 -1031 Webs Tens.Comp. G - U 628 -448 U - H 976 -952 U - T 271 -380 H - T 598 -550 T - I 747 -765 I - S 403 -349 S - J 785 -676 N - K 387 -415 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.106 AE 999 360 VERT(CL):0.284 AE 882 240 HORZ(LL):0.039 N - - HORZ(TL):0.091 N - - Creep Factor: 2.0 Max TC CSI:0.887 Max BC CSI:0.779 Max W eb CSI:0.888 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T168 Ply: 1 Qty:1 SEQN:12626 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T93 DrwNo:079.20.1313.40788 AK /DF 03/19/2020 W7 W9 BL1 21'23'8" 10"6 1'4"6 (TYP) 19'5"20'9"8 7'7"14 7'7"14 13'10"5 6'2"7 19'10" 5'11"11 25'5"4 5'7"4 29'8" 4'2"12 34'8" 5' 38'9"12 4'1"12 44'8" 5'10"4 9"2 9"2 10"10 1"9 2'8" 1'9"6 7'6"2 4'10"2 13'8"15 6'2"13 20'6" 6'9"1 21' 6" 21'7"12 7"12 25'5"4 3'9"8 29'9"12 4'4"8 34'8" 4'10"4 38'11"8 4'3"8 42'4"9 3'5"1 43'11"6 1'6"13 44'8" 8"101'8" 1'8" 6"3 4'8"36" 1'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J K L M NOPQRST UVWX YZAA AB ACADAEAF AGAH 5 12 3X5(B1) 3X8(**) 1.5X4(**)1.5X6(++) 3X4 3X8 6X8 5X8 1.5X4 1.5X4 1.5X4 3X4 5X81.5X4 3X8 5X8 3X4 1.5X4 1.5X6(++)3X10(++)3X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 4.27 BC: From 20 plf at 0.00 to 20 plf at 4.27 BC: 1114 lb Conc. Load at 2.33 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 728 /-/-/-/258 /- C 781 /-/-/-/277 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 C Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.004 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.380 Max BC CSI:0.511 Max W eb CSI:0.066 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T168 Ply: 1 Qty:1 SEQN:13096 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T168 DrwNo:079.20.1313.28260 AK /DF 03/19/2020 4'3"4 4'3"4 4'3"4 7"12 2'5"112' A B C 5 12 2X4(B1) 1.5X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 4.27 BC: From 20 plf at 0.00 to 20 plf at 4.27 BC: 1114 lb Conc. Load at 2.33 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 728 /-/-/-/258 /- C 781 /-/-/-/277 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 C Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.004 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.380 Max BC CSI:0.511 Max W eb CSI:0.066 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T168 Ply: 1 Qty:1 SEQN:13096 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T168 DrwNo:079.20.1313.28260 AK /DF 03/19/2020 4'3"4 4'3"4 4'3"4 7"12 2'5"112' A B C 5 12 2X4(B1) 1.5X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7,W9,W18 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 7 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 777 /-/-/505 /325 /353 AC 2981 /-/-/1767 /1475 /- N 892 /-/-/657 /415 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AC Brg Width = 3.5 Min Req =- N Brg Width = 8.0 Min Req =1.5 Bearings B, AC, & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 461 -354 C - D 413 -940 D - E 655 -135 E - F 1455 -891 F - G 1715 -994 G - H 1584 -952 Chords Tens.Comp. H - I 1495 -964 I - J 1328 -913 J - K 642 -600 K - L 917 -1080 L - M 1453 -1536 M - N 411 -324 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C -AJ 701 -452 AJ-AH 792 -515 AH-AG 785 -514 AE-AC 1610 -1304 Chords Tens.Comp. X - V 1350 -1143 U - T 943 -535 T - Q 1402 -1233 Q - M 1358 -1187 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AL 435 -420 D -AG 782 -898 AG- E 609 -465 AG-AE 712 -593 E -AE 1188 -1122 F -AE 501 -327 F -AC 1366 -1812 AC- G 668 -618 AC- X 1766 -1540 Webs Tens.Comp. G - X 567 -436 X - I 1071 -937 I - V 516 -390 V - J 1562 -1460 V - U 586 -212 J - U 452 -276 U - K 540 -534 T - L 737 -485 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.103 AI 999 360 VERT(CL):0.283 AI 886 240 HORZ(LL):0.038 P - - HORZ(TL):0.089 P - - Creep Factor: 2.0 Max TC CSI:0.969 Max BC CSI:0.761 Max W eb CSI:0.814 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T169 Ply: 1 Qty:1 SEQN:12633 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T68 DrwNo:079.20.1313.39492 AK /DF 03/19/2020 W7 W9 W18 BL1 21'23'8" 10"6 1'4"6 (TYP) 19'5"1'6"8 19'3" 7'7"14 7'7"14 13'10"5 6'2"7 19'10" 5'11"11 21'1"12 1'3"12 23'2"4 2'0"8 24'8" 1'5"12 31'8" 7' 36'8" 5' 40'7"9 3'11"9 44'8" 4'0"7 9"1 9"1 10"10 1"10 2'8" 1'9"6 7'6"2 4'10"2 13'8"15 6'2"13 20'6" 6'9"1 21' 6" 21'7"12 7"12 23'0"8 1'4"12 23'4" 3"8 24'8" 1'4" 31'9"12 7'1"12 36'8" 4'10"4 42'5"1 5'9"1 43'11"6 1'6"5 44'8" 8"10 1'8"1'8" 6"3 3'10"36" 1'6"1'10"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J K L MN O PQRSTU V W XYZAAABACADAE AF AGAHAIAJ AKAL 5 12 3X5 3X8(**) 1.5X4(**)1.5X6(++) 3X4 5X8 5X6 6X8 5X85X8 3X4 5X8 3X4 3X4 5X8 5X6 3X8 5X8 5X6 1.5X6(++) 3X8(++) 3X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7,W9,W18 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 7 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 777 /-/-/505 /325 /353 AC 2981 /-/-/1767 /1475 /- N 892 /-/-/657 /415 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 AC Brg Width = 3.5 Min Req =- N Brg Width = 8.0 Min Req =1.5 Bearings B, AC, & P Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 461 -354 C - D 413 -940 D - E 655 -135 E - F 1455 -891 F - G 1715 -994 G - H 1584 -952 Chords Tens.Comp. H - I 1495 -964 I - J 1328 -913 J - K 642 -600 K - L 917 -1080 L - M 1453 -1536 M - N 411 -324 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C -AJ 701 -452 AJ-AH 792 -515 AH-AG 785 -514 AE-AC 1610 -1304 Chords Tens.Comp. X - V 1350 -1143 U - T 943 -535 T - Q 1402 -1233 Q - M 1358 -1187 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AL 435 -420 D -AG 782 -898 AG- E 609 -465 AG-AE 712 -593 E -AE 1188 -1122 F -AE 501 -327 F -AC 1366 -1812 AC- G 668 -618 AC- X 1766 -1540 Webs Tens.Comp. G - X 567 -436 X - I 1071 -937 I - V 516 -390 V - J 1562 -1460 V - U 586 -212 J - U 452 -276 U - K 540 -534 T - L 737 -485 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.103 AI 999 360 VERT(CL):0.283 AI 886 240 HORZ(LL):0.038 P - - HORZ(TL):0.089 P - - Creep Factor: 2.0 Max TC CSI:0.969 Max BC CSI:0.761 Max W eb CSI:0.814 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T169 Ply: 1 Qty:1 SEQN:12633 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T68 DrwNo:079.20.1313.39492 AK /DF 03/19/2020 W7 W9 W18 BL1 21'23'8" 10"6 1'4"6 (TYP) 19'5"1'6"8 19'3" 7'7"14 7'7"14 13'10"5 6'2"7 19'10" 5'11"11 21'1"12 1'3"12 23'2"4 2'0"8 24'8" 1'5"12 31'8" 7' 36'8" 5' 40'7"9 3'11"9 44'8" 4'0"7 9"1 9"1 10"10 1"10 2'8" 1'9"6 7'6"2 4'10"2 13'8"15 6'2"13 20'6" 6'9"1 21' 6" 21'7"12 7"12 23'0"8 1'4"12 23'4" 3"8 24'8" 1'4" 31'9"12 7'1"12 36'8" 4'10"4 42'5"1 5'9"1 43'11"6 1'6"5 44'8" 8"10 1'8"1'8" 6"3 3'10"36" 1'6"1'10"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J K L MN O PQRSTU V W XYZAAABACADAE AF AGAHAIAJ AKAL 5 12 3X5 3X8(**) 1.5X4(**)1.5X6(++) 3X4 5X8 5X6 6X8 5X85X8 3X4 5X8 3X4 3X4 5X8 5X6 3X8 5X8 5X6 1.5X6(++) 3X8(++) 3X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7,W9,W13 2x4 SP 2250f-1.9E; Plating Notes All plates are 5X6 except as noted. (++) - This plate works for both joints covered. (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 7 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 747 /-/-/487 /296 /353 W 3062 /-/-/1811 /1525 /- L 861 /-/-/632 /396 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 W Brg Width = 3.5 Min Req =- L Brg Width = 8.0 Min Req =1.5 Bearings B, W, & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 435 -336 C - D 301 -854 D - E 785 -285 E - F 1611 -1076 F - G 1822 -1147 Chords Tens.Comp. G - H 1856 -1268 H - I 698 -356 I - J 908 -961 J - K 1030 -1320 K - L 463 -377 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C -AD 625 -458 AD-AB 712 -522 AB-AA 706 -520 Y - W 1791 -1459 W -U 1986 -1714 Chords Tens.Comp. T - S 937 -538 S - R 1172 -754 R - O 1161 -748 O - K 1077 -638 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AF 416 -400 D -AA 775 -891 AA- E 625 -484 AA- Y 824 -713 E - Y 1215 -1146 F - Y 443 -234 F - W 1375 -1780 Webs Tens.Comp. W -G 633 -557 U - H 1420 -1282 U - T 751 -615 H - T 692 -603 T - I 1317 -1303 S - J 497 -535 N - K 588 -389 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.102 AC 999 360 VERT(CL):0.275 AC 906 240 HORZ(LL):0.037 N - - HORZ(TL):0.086 N - - Creep Factor: 2.0 Max TC CSI:0.981 Max BC CSI:0.744 Max W eb CSI:0.974 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T170 Ply: 1 Qty:1 SEQN:12638 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T70 DrwNo:079.20.1313.29336 AK /DF 03/19/2020 W7 W9 W13 BL1 21'23'8" 10"6 1'4"6 (TYP) 40'2"8 7'7"14 7'7"14 13'10"5 6'2"7 19'10" 5'11"11 21'6" 1'8" 27'5"4 5'11"4 33'8" 6'2"12 38'8" 5' 44'8" 6' 8"14 8"14 10"10 1"13 2'8" 1'9"6 7'6"2 4'10"2 13'8"15 6'2"13 20'6" 6'9"1 21'6" 1' 27'7" 6'1" 33'11"8 6'4"8 38'6"4 4'6"12 42'4"14 3'10"10 43'11"6 1'6"8 44'8" 8"101'8" 1'8" 6"3 3'0"36" 1'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J K L M NOPQRST U V WXYZAAABACAD AEAF 5 12 3X5(B1) 3X8(**) 1.5X4(**)1.5X6(++) 3X4 3X8 6X8 5X8 1.5X4 5X5 3X4 5X8 1.5X4 3X4 3X8 1.5X4 5X8 1.5X6(++)1.5X4(**) 3X8(**) 3X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7,W9,W13 2x4 SP 2250f-1.9E; Plating Notes All plates are 5X6 except as noted. (++) - This plate works for both joints covered. (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 7 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 747 /-/-/487 /296 /353 W 3062 /-/-/1811 /1525 /- L 861 /-/-/632 /396 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 W Brg Width = 3.5 Min Req =- L Brg Width = 8.0 Min Req =1.5 Bearings B, W, & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 435 -336 C - D 301 -854 D - E 785 -285 E - F 1611 -1076 F - G 1822 -1147 Chords Tens.Comp. G - H 1856 -1268 H - I 698 -356 I - J 908 -961 J - K 1030 -1320 K - L 463 -377 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C -AD 625 -458 AD-AB 712 -522 AB-AA 706 -520 Y - W 1791 -1459 W -U 1986 -1714 Chords Tens.Comp. T - S 937 -538 S - R 1172 -754 R - O 1161 -748 O - K 1077 -638 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AF 416 -400 D -AA 775 -891 AA- E 625 -484 AA- Y 824 -713 E - Y 1215 -1146 F - Y 443 -234 F - W 1375 -1780 Webs Tens.Comp. W -G 633 -557 U - H 1420 -1282 U - T 751 -615 H - T 692 -603 T - I 1317 -1303 S - J 497 -535 N - K 588 -389 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.102 AC 999 360 VERT(CL):0.275 AC 906 240 HORZ(LL):0.037 N - - HORZ(TL):0.086 N - - Creep Factor: 2.0 Max TC CSI:0.981 Max BC CSI:0.744 Max W eb CSI:0.974 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T170 Ply: 1 Qty:1 SEQN:12638 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T70 DrwNo:079.20.1313.29336 AK /DF 03/19/2020 W7 W9 W13 BL1 21'23'8" 10"6 1'4"6 (TYP) 40'2"8 7'7"14 7'7"14 13'10"5 6'2"7 19'10" 5'11"11 21'6" 1'8" 27'5"4 5'11"4 33'8" 6'2"12 38'8" 5' 44'8" 6' 8"14 8"14 10"10 1"13 2'8" 1'9"6 7'6"2 4'10"2 13'8"15 6'2"13 20'6" 6'9"1 21'6" 1' 27'7" 6'1" 33'11"8 6'4"8 38'6"4 4'6"12 42'4"14 3'10"10 43'11"6 1'6"8 44'8" 8"101'8" 1'8" 6"3 3'0"36" 1'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J K L M NOPQRST U V WXYZAAABACAD AEAF 5 12 3X5(B1) 3X8(**) 1.5X4(**)1.5X6(++) 3X4 3X8 6X8 5X8 1.5X4 5X5 3X4 5X8 1.5X4 3X4 3X8 1.5X4 5X8 1.5X6(++)1.5X4(**) 3X8(**) 3X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B5,B6 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 46.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 39.73 BC: From 10 plf at 39.73 to 10 plf at 40.67 BC: From 20 plf at 40.67 to 20 plf at 44.67 BC: From 22 plf at 44.67 to 22 plf at 46.33 TC: 106 lb Conc. Load at 40.67 BC: 482 lb Conc. Load at 39.73 BC: 78 lb Conc. Load at 40.67 Plating Notes All plates are 5X8 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 598 /-15 /-/-/221 /- W 3535 /-/-/-/1817 /- L 1217 /-/-/-/631 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 W Brg Width = 3.5 Min Req =3.1 L Brg Width = 8.0 Min Req =1.5 Bearings B, W, & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 432 -216 D - E 654 -302 E - F 1093 -574 F - G 1215 -622 Chords Tens.Comp. G - H 1249 -652 H - I 451 -250 I - J 479 -1096 J - K 713 -1413 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AD-AB 160 -378 AB-AA 157 -380 Y - W 516 -1000 W -U 591 -1155 Chords Tens.Comp. T - S 1067 -473 S - R 1335 -663 R - O 1292 -646 O - K 1247 -624 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AA 215 -436 AA- Y 246 -597 E - Y 316 -615 F - W 518 -1035 U - H 415 -816 Webs Tens.Comp. H - T 381 -116 T - I 676 -1346 S - J 191 -468 R - J 386 -155 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 I 999 360 VERT(CL):0.179 I 999 240 HORZ(LL):0.016 N - - HORZ(TL):0.039 N - - Creep Factor: 2.0 Max TC CSI:0.763 Max BC CSI:0.399 Max W eb CSI:0.578 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T171 Ply: 2 Qty:1 SEQN:12654 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T64 DrwNo:079.20.1313.33985 AK /DF 03/19/2020 2 Complete Trusses Required B5 B6 21'23'8" 10"6 1'4"6 (TYP)40'2"8 7'7"14 7'7"14 13'10"5 6'2"7 19'10" 5'11"11 21'6" 1'8" 28'5"4 6'11"4 35'8" 7'2"12 40'8" 5' 44'8" 4' 8"14 8"14 10"10 1"12 2'8" 1'9"6 7'6"2 4'10"2 13'8"15 6'2"13 20'6" 6'9"1 21'6" 1' 28'7" 7'1" 35'11"8 7'4"8 40'6"4 4'6"12 42'4"9 1'10"5 43'11"6 1'6"13 44'8" 8"101'8" 1'8" 6"3 2'2"3 6" 1'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J K L M NOPQRST UVWXYZAAABACAD AEAF 5 12 3X5(B1) 3X8(**) 1.5X4(**)1.5X6(++) 1.5X4 3X4 5X6 1.5X4 3X4 3X4 1.5X4 3X4 3X8 5X6 7X6 2X4 1.5X6(++)3X10(++)3X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B5,B6 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 46.33 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 39.73 BC: From 10 plf at 39.73 to 10 plf at 40.67 BC: From 20 plf at 40.67 to 20 plf at 44.67 BC: From 22 plf at 44.67 to 22 plf at 46.33 TC: 106 lb Conc. Load at 40.67 BC: 482 lb Conc. Load at 39.73 BC: 78 lb Conc. Load at 40.67 Plating Notes All plates are 5X8 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 598 /-15 /-/-/221 /- W 3535 /-/-/-/1817 /- L 1217 /-/-/-/631 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 W Brg Width = 3.5 Min Req =3.1 L Brg Width = 8.0 Min Req =1.5 Bearings B, W, & N Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 432 -216 D - E 654 -302 E - F 1093 -574 F - G 1215 -622 Chords Tens.Comp. G - H 1249 -652 H - I 451 -250 I - J 479 -1096 J - K 713 -1413 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AD-AB 160 -378 AB-AA 157 -380 Y - W 516 -1000 W -U 591 -1155 Chords Tens.Comp. T - S 1067 -473 S - R 1335 -663 R - O 1292 -646 O - K 1247 -624 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D -AA 215 -436 AA- Y 246 -597 E - Y 316 -615 F - W 518 -1035 U - H 415 -816 Webs Tens.Comp. H - T 381 -116 T - I 676 -1346 S - J 191 -468 R - J 386 -155 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 I 999 360 VERT(CL):0.179 I 999 240 HORZ(LL):0.016 N - - HORZ(TL):0.039 N - - Creep Factor: 2.0 Max TC CSI:0.763 Max BC CSI:0.399 Max W eb CSI:0.578 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T171 Ply: 2 Qty:1 SEQN:12654 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T64 DrwNo:079.20.1313.33985 AK /DF 03/19/2020 2 Complete Trusses Required B5 B6 21'23'8" 10"6 1'4"6 (TYP)40'2"8 7'7"14 7'7"14 13'10"5 6'2"7 19'10" 5'11"11 21'6" 1'8" 28'5"4 6'11"4 35'8" 7'2"12 40'8" 5' 44'8" 4' 8"14 8"14 10"10 1"12 2'8" 1'9"6 7'6"2 4'10"2 13'8"15 6'2"13 20'6" 6'9"1 21'6" 1' 28'7" 7'1" 35'11"8 7'4"8 40'6"4 4'6"12 42'4"9 1'10"5 43'11"6 1'6"13 44'8" 8"101'8" 1'8" 6"3 2'2"3 6" 1'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J K L M NOPQRST UVWXYZAAABACAD AEAF 5 12 3X5(B1) 3X8(**) 1.5X4(**)1.5X6(++) 1.5X4 3X4 5X6 1.5X4 3X4 3X4 1.5X4 3X4 3X8 5X6 7X6 2X4 1.5X6(++)3X10(++)3X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 902 /-/-/614 /445 /305 Q 2449 /-/-/1423 /1319 /- K 612 /-/-/416 /291 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Q Brg Width = 3.5 Min Req =- K Brg Width = -Min Req =- Bearings B & Q Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 717 -1103 C - D 298 -376 D - E 846 -453 E - F 987 -461 Chords Tens.Comp. F - G 999 -564 H - I 640 -814 I - J 877 -917 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 922 -529 V - U 918 -529 S - Q 961 -746 Chords Tens.Comp. Q - O 1089 -919 N - M 676 -438 M - L 1056 -1033 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 701 -756 U - D 524 -377 D - S 1072 -1024 E - S 531 -382 E - Q 1006 -1318 Q - F 678 -611 O - G 978 -960 Webs Tens.Comp. G - N 540 -507 N - H 802 -699 M - I 596 -403 I - L 585 -519 L - J 1074 -1029 J - K 511 -596 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.026 V 999 360 VERT(CL):0.072 V 999 240 HORZ(LL):-0.008 C - - HORZ(TL):0.019 S - - Creep Factor: 2.0 Max TC CSI:0.793 Max BC CSI:0.537 Max W eb CSI:0.998 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T172 Ply: 1 Qty:1 SEQN:12644 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T62 DrwNo:079.20.1313.42520 AK /DF 03/19/2020 W7 BL1 21'18'8" 7'7"14 7'7"14 13'10"5 6'2"7 19'10" 5'11"11 21'6" 1'8" 26'9"5 5'3"5 32'2"7 5'5"3 37'8" 5'5"9 39'8" 2' 7'6"2 7'6"2 13'8"15 6'2"13 20'6" 6'9"1 21'6" 1' 26'10"11 5'4"11 32'5"15 5'7"5 37'11"8 5'5"9 39'8" 1'8"81'8" 6"3 1'4"31'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J KLMN O PQRSTUV 5 12 3X5(B1)5X5 3X4 3X8 5X5 5X8 5X8 1.5X4 4X6 3X4 5X8 1.5X4 5X5 3X8 3X4 5X5 5X5 3X4 3X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 20.854' 1 12" 4 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 902 /-/-/614 /445 /305 Q 2449 /-/-/1423 /1319 /- K 612 /-/-/416 /291 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 Q Brg Width = 3.5 Min Req =- K Brg Width = -Min Req =- Bearings B & Q Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 717 -1103 C - D 298 -376 D - E 846 -453 E - F 987 -461 Chords Tens.Comp. F - G 999 -564 H - I 640 -814 I - J 877 -917 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 922 -529 V - U 918 -529 S - Q 961 -746 Chords Tens.Comp. Q - O 1089 -919 N - M 676 -438 M - L 1056 -1033 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 701 -756 U - D 524 -377 D - S 1072 -1024 E - S 531 -382 E - Q 1006 -1318 Q - F 678 -611 O - G 978 -960 Webs Tens.Comp. G - N 540 -507 N - H 802 -699 M - I 596 -403 I - L 585 -519 L - J 1074 -1029 J - K 511 -596 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.026 V 999 360 VERT(CL):0.072 V 999 240 HORZ(LL):-0.008 C - - HORZ(TL):0.019 S - - Creep Factor: 2.0 Max TC CSI:0.793 Max BC CSI:0.537 Max W eb CSI:0.998 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T172 Ply: 1 Qty:1 SEQN:12644 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T62 DrwNo:079.20.1313.42520 AK /DF 03/19/2020 W7 BL1 21'18'8" 7'7"14 7'7"14 13'10"5 6'2"7 19'10" 5'11"11 21'6" 1'8" 26'9"5 5'3"5 32'2"7 5'5"3 37'8" 5'5"9 39'8" 2' 7'6"2 7'6"2 13'8"15 6'2"13 20'6" 6'9"1 21'6" 1' 26'10"11 5'4"11 32'5"15 5'7"5 37'11"8 5'5"9 39'8" 1'8"81'8" 6"3 1'4"31'6"8'9"69'3"524'0"12 25'6"12 A B C D E F G H I J KLMN O PQRSTUV 5 12 3X5(B1)5X5 3X4 3X8 5X5 5X8 5X8 1.5X4 4X6 3X4 5X8 1.5X4 5X5 3X8 3X4 5X5 5X5 3X4 3X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; W4,W9 2x4 SP 2250f-1.9E; W6 2x6 SP #2; W 7 2x6 SP M-26; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 5.83 TC: From 36 plf at 5.83 to 36 plf at 35.83 TC: From 73 plf at 35.83 to 73 plf at 39.67 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.83 BC: From 10 plf at 5.83 to 10 plf at 35.83 BC: From 20 plf at 35.83 to 20 plf at 39.67 BC: 1973 lb Conc. Load at 5.83 BC: 1006 lb Conc. Load at 7.83, 9.83,11.83,15.83 17.83,19.83,21.83,23.83,27.83,29.83,33.83 BC: 1090 lb Conc. Load at 13.83,25.83 BC: 1000 lb Conc. Load at 31.83 BC: 1801 lb Conc. Load at 35.83 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2888 /-/-/-/1886 /- Q 15308 /-/-/-/9629 /- J 2338 /-/-/-/1154 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.6 Q Brg Width = 14.0 Min Req =13.5 J Brg Width = 6.0 Min Req =2.1 Bearings B, Q, & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1964 -2954 C - D 764 -1015 D - E 1460 -788 E - F 1443 -772 Chords Tens.Comp. F - G 2749 -1610 G - H 2790 -1642 H - I 485 -338 I - J 881 -1986 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 2681 -1776 P - O 2635 -1749 O - N 803 -617 N - M 1031 -1810 Chords Tens.Comp. M - L 359 -551 L - K 1745 -761 K - J 1802 -788 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 1396 -826 C - O 1161 -1884 O - D 2605 -1630 D - N 1757 -2769 N - F 2876 -1909 Webs Tens.Comp. F - M 2807 -4469 M - H 1504 -2693 H - L 2555 -1398 L - I 1160 -2297 I - K 1711 -815 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.111 P 999 360 VERT(CL):0.175 P 999 240 HORZ(LL):-0.023 C - - HORZ(TL):0.037 C - - Creep Factor: 2.0 Max TC CSI:0.886 Max BC CSI:0.574 Max W eb CSI:0.880 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T173 Ply: 2 Qty:1 SEQN:12753 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T27 DrwNo:079.20.1313.40665 AK /DF 03/19/2020 2 Complete Trusses Required W4 W6 W7 W9 21'3"18'5" 6'2"4 6'2"4 12'4"8 6'2"4 18'5" 6'0"8 19'10" 1'5" 21'3" 1'5" 27'3"8 6'0"8 33'5"12 6'2"4 39'8" 6'2"4 6'0"8 6'0"8 12'1" 6'0"8 18'5" 6'4" 21'3" 2'10" 27'7" 6'4" 33'7"8 6'0"8 39'8" 6'0"81'8" 6"38'9"69'3"524'0"12A B C D E F G H I J KLMNOPQ 5 12 4X5(A1) 3X10 4X7 8X8 7X6 1.5X4 8X10 SS0612 8X10 1.5X4 7X6 8X8 4X7 3X10 4X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; W4,W9 2x4 SP 2250f-1.9E; W6 2x6 SP #2; W 7 2x6 SP M-26; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 5.83 TC: From 36 plf at 5.83 to 36 plf at 35.83 TC: From 73 plf at 35.83 to 73 plf at 39.67 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.83 BC: From 10 plf at 5.83 to 10 plf at 35.83 BC: From 20 plf at 35.83 to 20 plf at 39.67 BC: 1973 lb Conc. Load at 5.83 BC: 1006 lb Conc. Load at 7.83, 9.83,11.83,15.83 17.83,19.83,21.83,23.83,27.83,29.83,33.83 BC: 1090 lb Conc. Load at 13.83,25.83 BC: 1000 lb Conc. Load at 31.83 BC: 1801 lb Conc. Load at 35.83 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2888 /-/-/-/1886 /- Q 15308 /-/-/-/9629 /- J 2338 /-/-/-/1154 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.6 Q Brg Width = 14.0 Min Req =13.5 J Brg Width = 6.0 Min Req =2.1 Bearings B, Q, & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1964 -2954 C - D 764 -1015 D - E 1460 -788 E - F 1443 -772 Chords Tens.Comp. F - G 2749 -1610 G - H 2790 -1642 H - I 485 -338 I - J 881 -1986 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 2681 -1776 P - O 2635 -1749 O - N 803 -617 N - M 1031 -1810 Chords Tens.Comp. M - L 359 -551 L - K 1745 -761 K - J 1802 -788 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 1396 -826 C - O 1161 -1884 O - D 2605 -1630 D - N 1757 -2769 N - F 2876 -1909 Webs Tens.Comp. F - M 2807 -4469 M - H 1504 -2693 H - L 2555 -1398 L - I 1160 -2297 I - K 1711 -815 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.111 P 999 360 VERT(CL):0.175 P 999 240 HORZ(LL):-0.023 C - - HORZ(TL):0.037 C - - Creep Factor: 2.0 Max TC CSI:0.886 Max BC CSI:0.574 Max W eb CSI:0.880 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T173 Ply: 2 Qty:1 SEQN:12753 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T27 DrwNo:079.20.1313.40665 AK /DF 03/19/2020 2 Complete Trusses Required W4 W6 W7 W9 21'3"18'5" 6'2"4 6'2"4 12'4"8 6'2"4 18'5" 6'0"8 19'10" 1'5" 21'3" 1'5" 27'3"8 6'0"8 33'5"12 6'2"4 39'8" 6'2"4 6'0"8 6'0"8 12'1" 6'0"8 18'5" 6'4" 21'3" 2'10" 27'7" 6'4" 33'7"8 6'0"8 39'8" 6'0"81'8" 6"38'9"69'3"524'0"12A B C D E F G H I J KLMNOPQ 5 12 4X5(A1) 3X10 4X7 8X8 7X6 1.5X4 8X10 SS0612 8X10 1.5X4 7X6 8X8 4X7 3X10 4X5(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B3 2x4 SP #2; Webs: 2x4 SP #2; W7,W8 2x4 SP 2250f-1.9E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 5.77 TC: From 36 plf at 5.77 to 36 plf at 22.00 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.77 BC: From 10 plf at 5.77 to 10 plf at 22.00 TC: 213 lb Conc. Load at 5.77 TC: 175 lb Conc. Load at 7.06,21.06 TC: 126 lb Conc. Load at 9.06,13.06,15.06,17.06 19.06 TC: 183 lb Conc. Load at 11.06 BC: 241 lb Conc. Load at 5.77 BC: 107 lb Conc. Load at 7.06,21.06 BC: 129 lb Conc. Load at 9.06,13.06,15.06,17.06 19.06 BC: 52 lb Conc. Load at 11.06 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1993 /-/-/-/1254 /- H 1973 /-/-/-/1265 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =3.2 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2311 -3644 C - D 3306 -5169 D - E 3107 -4819 Chords Tens.Comp. E - F 3107 -4819 F - G 997 -1520 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3253 -2043 N - L 5262 -3370 Chords Tens.Comp. L - I 1660 -1091 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 537 -523 C - N 2478 -1659 P - N 3038 -1876 N - D 355 -392 D - L 278 -467 Webs Tens.Comp. E - L 541 -633 L - F 3365 -2146 F - I 1192 -1674 I - G 2441 -1602 G - H 1239 -1891 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.43 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.257 M 999 360 VERT(CL):0.443 M 592 240 HORZ(LL):-0.083 H - - HORZ(TL):0.142 H - - Creep Factor: 2.0 Max TC CSI:0.847 Max BC CSI:0.842 Max W eb CSI:0.791 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T174 Ply: 1 Qty:1 SEQN:12659 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T246 DrwNo:079.20.1313.33658 AK /DF 03/19/2020 B3 W7 W8 22' 5'9"4 5'9"4 8'6"8 2'9"4 14'5" 5'10"8 20'2" 5'9" 22' 1'10" 6'1"4 6'1"4 8'10" 2'8"12 14'5" 5'7" 20'3"8 5'10"8 22' 1'8"81'8" 6"3 2'11"16"3'5"24'0"12A B C D E F G HIJ KL MNOP 5 12 4X7(B2) 6X8 5X8 H06151.5X4 3X4 2X4 5X12 3X10 7X81.5X4 5X8 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B3 2x4 SP #2; Webs: 2x4 SP #2; W7,W8 2x4 SP 2250f-1.9E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 5.77 TC: From 36 plf at 5.77 to 36 plf at 22.00 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.77 BC: From 10 plf at 5.77 to 10 plf at 22.00 TC: 213 lb Conc. Load at 5.77 TC: 175 lb Conc. Load at 7.06,21.06 TC: 126 lb Conc. Load at 9.06,13.06,15.06,17.06 19.06 TC: 183 lb Conc. Load at 11.06 BC: 241 lb Conc. Load at 5.77 BC: 107 lb Conc. Load at 7.06,21.06 BC: 129 lb Conc. Load at 9.06,13.06,15.06,17.06 19.06 BC: 52 lb Conc. Load at 11.06 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1993 /-/-/-/1254 /- H 1973 /-/-/-/1265 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =3.2 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2311 -3644 C - D 3306 -5169 D - E 3107 -4819 Chords Tens.Comp. E - F 3107 -4819 F - G 997 -1520 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3253 -2043 N - L 5262 -3370 Chords Tens.Comp. L - I 1660 -1091 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 537 -523 C - N 2478 -1659 P - N 3038 -1876 N - D 355 -392 D - L 278 -467 Webs Tens.Comp. E - L 541 -633 L - F 3365 -2146 F - I 1192 -1674 I - G 2441 -1602 G - H 1239 -1891 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.43 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.257 M 999 360 VERT(CL):0.443 M 592 240 HORZ(LL):-0.083 H - - HORZ(TL):0.142 H - - Creep Factor: 2.0 Max TC CSI:0.847 Max BC CSI:0.842 Max W eb CSI:0.791 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T174 Ply: 1 Qty:1 SEQN:12659 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T246 DrwNo:079.20.1313.33658 AK /DF 03/19/2020 B3 W7 W8 22' 5'9"4 5'9"4 8'6"8 2'9"4 14'5" 5'10"8 20'2" 5'9" 22' 1'10" 6'1"4 6'1"4 8'10" 2'8"12 14'5" 5'7" 20'3"8 5'10"8 22' 1'8"81'8" 6"3 2'11"16"3'5"24'0"12A B C D E F G HIJ KL MNOP 5 12 4X7(B2) 6X8 5X8 H06151.5X4 3X4 2X4 5X12 3X10 7X81.5X4 5X8 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x4 SP #2; B1,B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W10 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/765 /682 /252 H 1006 /-/-/573 /621 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 135 -485 C - D 3585 -4058 D - E 3490 -3834 Chords Tens.Comp. E - F 1364 -1783 F - G 1364 -1782 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - T 3797 -3602 T - R 3842 -3645 Chords Tens.Comp. O - M 1841 -1621 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 1293 -1342 T - S 962 -911 D - R 435 -312 R - E 2018 -2043 R - O 1656 -1455 Webs Tens.Comp. F - M 487 -585 M - G 1895 -1455 I - G 736 -942 I - H 737 -973 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.85 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.278 S 945 360 VERT(CL):0.520 R 504 240 HORZ(LL):-0.150 L - - HORZ(TL):0.282 L - - Creep Factor: 2.0 Max TC CSI:0.770 Max BC CSI:0.861 Max W eb CSI:0.756 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T175 Ply: 1 Qty:1 SEQN:12666 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T41 DrwNo:079.20.1313.27730 AK /DF 03/19/2020 T2 B1 B2 W10 22' 4'3"12 4'3"12 7'9"4 3'5"8 14'10"10 7'1"6 22' 7'1"6 2'4"8 2'4"8 2'10" 5"8 4'2" 1'4" 7'11" 3'9" 8'10" 11" 14'10"10 6'0"10 20'5"3 5'6"9 21'8"8 1'3"5 22' 3"8 1'8" 6"3 3'9"11'6"4'3"24'0"12A B C D E F G HIJK LM NOP Q R STU 5 12 3X4(B1)1.5X6 7X8(++) 2X6 H0612 4X4 6X8 6X8 3X12 1.5X6(++)3X3 4X6 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x4 SP #2; B1,B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W10 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/765 /682 /252 H 1006 /-/-/573 /621 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 135 -485 C - D 3585 -4058 D - E 3490 -3834 Chords Tens.Comp. E - F 1364 -1783 F - G 1364 -1782 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - T 3797 -3602 T - R 3842 -3645 Chords Tens.Comp. O - M 1841 -1621 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 1293 -1342 T - S 962 -911 D - R 435 -312 R - E 2018 -2043 R - O 1656 -1455 Webs Tens.Comp. F - M 487 -585 M - G 1895 -1455 I - G 736 -942 I - H 737 -973 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.85 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.278 S 945 360 VERT(CL):0.520 R 504 240 HORZ(LL):-0.150 L - - HORZ(TL):0.282 L - - Creep Factor: 2.0 Max TC CSI:0.770 Max BC CSI:0.861 Max W eb CSI:0.756 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T175 Ply: 1 Qty:1 SEQN:12666 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T41 DrwNo:079.20.1313.27730 AK /DF 03/19/2020 T2 B1 B2 W10 22' 4'3"12 4'3"12 7'9"4 3'5"8 14'10"10 7'1"6 22' 7'1"6 2'4"8 2'4"8 2'10" 5"8 4'2" 1'4" 7'11" 3'9" 8'10" 11" 14'10"10 6'0"10 20'5"3 5'6"9 21'8"8 1'3"5 22' 3"8 1'8" 6"3 3'9"11'6"4'3"24'0"12A B C D E F G HIJK LM NOP Q R STU 5 12 3X4(B1)1.5X6 7X8(++) 2X6 H0612 4X4 6X8 6X8 3X12 1.5X6(++)3X3 4X6 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/779 /685 /309 H 1006 /-/-/582 /640 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1384 -1847 C - D 1519 -1835 D - E 1405 -1592 Chords Tens.Comp. E - F 1013 -1256 F - G 1013 -1256 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 1625 -1553 P - N 1657 -1570 Chords Tens.Comp. N - M 1464 -1326 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - P 1509 -1447 P - D 383 -356 D - N 654 -517 E - N 465 -504 Webs Tens.Comp. F - M 426 -509 M - G 1458 -1179 I - G 772 -950 I - H 774 -978 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.087 Q 999 360 VERT(CL):0.170 Q 999 240 HORZ(LL):-0.030 L - - HORZ(TL):0.058 L - - Creep Factor: 2.0 Max TC CSI:0.649 Max BC CSI:0.904 Max W eb CSI:0.998 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T176 Ply: 1 Qty:1 SEQN:12669 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T37 DrwNo:079.20.1313.28478 AK /DF 03/19/2020 22' 4'6"5 4'6"5 8'6"8 4'0"3 9'9"4 1'2"12 15'10"10 6'1"6 22' 6'1"6 4'6"5 4'6"5 8'10" 4'3"11 9'9"4 11"4 15'10"10 6'1"6 20'5"3 4'6"9 21'8"8 1'3"5 22' 3"8 1'8" 6"3 4'7"16"5'1"24'0"12A B C D E F G HIJK LMN OPQR 5 12 3X5(B1)4X4 5X81.5X4 4X7 1.5X4 3X10 1.5X6(++)3X3 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/779 /685 /309 H 1006 /-/-/582 /640 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1384 -1847 C - D 1519 -1835 D - E 1405 -1592 Chords Tens.Comp. E - F 1013 -1256 F - G 1013 -1256 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 1625 -1553 P - N 1657 -1570 Chords Tens.Comp. N - M 1464 -1326 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - P 1509 -1447 P - D 383 -356 D - N 654 -517 E - N 465 -504 Webs Tens.Comp. F - M 426 -509 M - G 1458 -1179 I - G 772 -950 I - H 774 -978 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.087 Q 999 360 VERT(CL):0.170 Q 999 240 HORZ(LL):-0.030 L - - HORZ(TL):0.058 L - - Creep Factor: 2.0 Max TC CSI:0.649 Max BC CSI:0.904 Max W eb CSI:0.998 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T176 Ply: 1 Qty:1 SEQN:12669 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T37 DrwNo:079.20.1313.28478 AK /DF 03/19/2020 22' 4'6"5 4'6"5 8'6"8 4'0"3 9'9"4 1'2"12 15'10"10 6'1"6 22' 6'1"6 4'6"5 4'6"5 8'10" 4'3"11 9'9"4 11"4 15'10"10 6'1"6 20'5"3 4'6"9 21'8"8 1'3"5 22' 3"8 1'8" 6"3 4'7"16"5'1"24'0"12A B C D E F G HIJK LMN OPQR 5 12 3X5(B1)4X4 5X81.5X4 4X7 1.5X4 3X10 1.5X6(++)3X3 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/787 /683 /368 H 1006 /-/-/590 /660 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1330 -1852 C - D 2741 -3125 D - E 1611 -1844 Chords Tens.Comp. E - F 1069 -1255 F - G 1069 -1255 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AB 1629 -1568 Y - W 2829 -2748 W -T 2859 -2781 Chords Tens.Comp. T - S 2849 -2772 S - R 1653 -1561 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AB 804 -765 C - Y 1227 -1212 AB- Y 1701 -1636 Y - D 924 -826 D - S 1402 -1384 E - S 661 -600 Webs Tens.Comp. E - R 595 -486 F - R 354 -423 R - G 1469 -1259 I - G 810 -948 I - H 816 -993 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.164 X 999 360 VERT(CL):0.301 X 871 240 HORZ(LL):-0.089 M - - HORZ(TL):0.178 M - - Creep Factor: 2.0 Max TC CSI:0.651 Max BC CSI:0.907 Max W eb CSI:0.747 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T177 Ply: 1 Qty:1 SEQN:12672 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T56 DrwNo:079.20.1313.42426 AK /DF 03/19/2020 22' 8'4"12 1'7"8 (TYP) 5'6"8 4'6"5 4'6"5 8'6"8 4'0"3 11'9"4 3'2"12 16'10"10 5'1"6 22' 5'1"6 4'6"5 4'6"5 8'10" 4'3"11 10'2" 1'4" 11'9"4 1'7"4 16'10"10 5'1"6 17'2"4 3"10 18'9"12 1'7"8 20'3"8 1'5"12 21'8"8 1'5" 22' 3"8 1'8" 6"3 5'5"16"1'10"5'11"24'0"12A B C D E F G H I J K L M N OP QRST UVW X Y ZAAAB 5 12 3X5(B1) 3X4 5X5 5X8 3X3 3X5 4X7 3X5 3X10 3X33X4 4X4 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/787 /683 /368 H 1006 /-/-/590 /660 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1330 -1852 C - D 2741 -3125 D - E 1611 -1844 Chords Tens.Comp. E - F 1069 -1255 F - G 1069 -1255 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AB 1629 -1568 Y - W 2829 -2748 W -T 2859 -2781 Chords Tens.Comp. T - S 2849 -2772 S - R 1653 -1561 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AB 804 -765 C - Y 1227 -1212 AB- Y 1701 -1636 Y - D 924 -826 D - S 1402 -1384 E - S 661 -600 Webs Tens.Comp. E - R 595 -486 F - R 354 -423 R - G 1469 -1259 I - G 810 -948 I - H 816 -993 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.164 X 999 360 VERT(CL):0.301 X 871 240 HORZ(LL):-0.089 M - - HORZ(TL):0.178 M - - Creep Factor: 2.0 Max TC CSI:0.651 Max BC CSI:0.907 Max W eb CSI:0.747 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T177 Ply: 1 Qty:1 SEQN:12672 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T56 DrwNo:079.20.1313.42426 AK /DF 03/19/2020 22' 8'4"12 1'7"8 (TYP) 5'6"8 4'6"5 4'6"5 8'6"8 4'0"3 11'9"4 3'2"12 16'10"10 5'1"6 22' 5'1"6 4'6"5 4'6"5 8'10" 4'3"11 10'2" 1'4" 11'9"4 1'7"4 16'10"10 5'1"6 17'2"4 3"10 18'9"12 1'7"8 20'3"8 1'5"12 21'8"8 1'5" 22' 3"8 1'8" 6"3 5'5"16"1'10"5'11"24'0"12A B C D E F G H I J K L M N OP QRST UVW X Y ZAAAB 5 12 3X5(B1) 3X4 5X5 5X8 3X3 3X5 4X7 3X5 3X10 3X33X4 4X4 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1205 /-/-/793 /679 /429 G 1090 /-/-/600 /683 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1255 -1848 C - D 795 -1142 Chords Tens.Comp. D - E 867 -963 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1612 -1537 I - H 1610 -1537 Chords Tens.Comp. H - G 594 -515 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 733 -713 H - E 666 -635 Webs Tens.Comp. E - G 907 -1045 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.072 C 999 360 VERT(CL):0.144 I 999 240 HORZ(LL):-0.028 G - - HORZ(TL):0.049 G - - Creep Factor: 2.0 Max TC CSI:0.758 Max BC CSI:0.899 Max W eb CSI:0.934 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T178 Ply: 1 Qty:2 SEQN:12676 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T19 DrwNo:079.20.1313.36310 AK /DF 03/19/2020 22' 7'1"11 7'1"11 13'9"4 6'7"9 17'10"10 4'1"6 22' 4'1"6 6'11"15 6'11"15 13'11" 6'11"1 22' 8'1"1'8" 6"3 6'3"16'9"24'0"12A B C D E F GHI 5 12 3X5(B1)1.5X4 3X4 4X6 5X8 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1205 /-/-/793 /679 /429 G 1090 /-/-/600 /683 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1255 -1848 C - D 795 -1142 Chords Tens.Comp. D - E 867 -963 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1612 -1537 I - H 1610 -1537 Chords Tens.Comp. H - G 594 -515 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 733 -713 H - E 666 -635 Webs Tens.Comp. E - G 907 -1045 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.072 C 999 360 VERT(CL):0.144 I 999 240 HORZ(LL):-0.028 G - - HORZ(TL):0.049 G - - Creep Factor: 2.0 Max TC CSI:0.758 Max BC CSI:0.899 Max W eb CSI:0.934 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T178 Ply: 1 Qty:2 SEQN:12676 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T19 DrwNo:079.20.1313.36310 AK /DF 03/19/2020 22' 7'1"11 7'1"11 13'9"4 6'7"9 17'10"10 4'1"6 22' 4'1"6 6'11"15 6'11"15 13'11" 6'11"1 22' 8'1"1'8" 6"3 6'3"16'9"24'0"12A B C D E F GHI 5 12 3X5(B1)1.5X4 3X4 4X6 5X8 3X4 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/798 /672 /490 G 1006 /-/-/610 /708 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1198 -1853 C - D 983 -1411 Chords Tens.Comp. D - E 601 -813 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1625 -1567 J - I 1623 -1569 Chords Tens.Comp. I - H 1228 -1215 H - G 669 -653 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 381 -420 D - H 760 -756 Webs Tens.Comp. E - H 648 -518 E - G 965 -989 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.069 C 999 360 VERT(CL):0.130 C 999 240 HORZ(LL):-0.030 G - - HORZ(TL):0.050 G - - Creep Factor: 2.0 Max TC CSI:0.865 Max BC CSI:0.829 Max W eb CSI:0.710 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T179 Ply: 1 Qty:1 SEQN:12693 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T20 DrwNo:079.20.1313.26918 AK /DF 03/19/2020 T3 22' 5'3"14 5'3"14 10'8"8 5'4"10 15'9"4 5'0"12 22' 6'2"12 5'2"8 5'2"8 10'5" 5'2"8 15'9"4 5'4"4 22' 6'2"121'8" 6"3 7'1"17'7"(WB1) 24'0"12A B C D E F GHIJ 5 12 3X5(B1)1.5X4 5X5 5X5 3X4 4X7 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/798 /672 /490 G 1006 /-/-/610 /708 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1198 -1853 C - D 983 -1411 Chords Tens.Comp. D - E 601 -813 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1625 -1567 J - I 1623 -1569 Chords Tens.Comp. I - H 1228 -1215 H - G 669 -653 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 381 -420 D - H 760 -756 Webs Tens.Comp. E - H 648 -518 E - G 965 -989 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.069 C 999 360 VERT(CL):0.130 C 999 240 HORZ(LL):-0.030 G - - HORZ(TL):0.050 G - - Creep Factor: 2.0 Max TC CSI:0.865 Max BC CSI:0.829 Max W eb CSI:0.710 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T179 Ply: 1 Qty:1 SEQN:12693 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T20 DrwNo:079.20.1313.26918 AK /DF 03/19/2020 T3 22' 5'3"14 5'3"14 10'8"8 5'4"10 15'9"4 5'0"12 22' 6'2"12 5'2"8 5'2"8 10'5" 5'2"8 15'9"4 5'4"4 22' 6'2"121'8" 6"3 7'1"17'7"(WB1) 24'0"12A B C D E F GHIJ 5 12 3X5(B1)1.5X4 5X5 5X5 3X4 4X7 3X4 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W7 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/798 /672 /490 G 1006 /-/-/610 /708 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1182 -1834 C - D 1789 -2268 Chords Tens.Comp. D - E 719 -999 E - F 811 -826 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1609 -1558 Chords Tens.Comp. N - L 2077 -2046 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 503 -455 C - N 481 -506 P - N 1607 -1551 N - D 531 -393 D - L 1308 -1327 Webs Tens.Comp. E - L 434 -202 L - F 1137 -1118 H - F 901 -960 H - G 903 -985 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.115 M 999 360 VERT(CL):0.208 O 999 240 HORZ(LL):-0.050 K - - HORZ(TL):0.088 K - - Creep Factor: 2.0 Max TC CSI:0.808 Max BC CSI:0.896 Max W eb CSI:0.781 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T179A Ply: 1 Qty:1 SEQN:12697 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T23 DrwNo:079.20.1313.28589 AK /DF 03/19/2020 W5 W7 22' 4'5"15 4'5"15 8'6"8 4'0"9 15'9"4 7'2"12 22' 6'2"12 4'6"5 4'6"5 8'10" 4'3"11 15'11" 7'1" 20'5"4 4'6"4 21'8"8 1'3"4 22' 3"8 1'8" 6"3 7'1"11'7'7"24'0"12A B C D E F GHIJKL MNOP 5 12 3X5(B1) 5X5 4X5 5X8 3X4 6X6 4X7 3X3 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5,W7 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/798 /672 /490 G 1006 /-/-/610 /708 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1182 -1834 C - D 1789 -2268 Chords Tens.Comp. D - E 719 -999 E - F 811 -826 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1609 -1558 Chords Tens.Comp. N - L 2077 -2046 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 503 -455 C - N 481 -506 P - N 1607 -1551 N - D 531 -393 D - L 1308 -1327 Webs Tens.Comp. E - L 434 -202 L - F 1137 -1118 H - F 901 -960 H - G 903 -985 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.115 M 999 360 VERT(CL):0.208 O 999 240 HORZ(LL):-0.050 K - - HORZ(TL):0.088 K - - Creep Factor: 2.0 Max TC CSI:0.808 Max BC CSI:0.896 Max W eb CSI:0.781 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T179A Ply: 1 Qty:1 SEQN:12697 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T23 DrwNo:079.20.1313.28589 AK /DF 03/19/2020 W5 W7 22' 4'5"15 4'5"15 8'6"8 4'0"9 15'9"4 7'2"12 22' 6'2"12 4'6"5 4'6"5 8'10" 4'3"11 15'11" 7'1" 20'5"4 4'6"4 21'8"8 1'3"4 22' 3"8 1'8" 6"3 7'1"11'7'7"24'0"12A B C D E F GHIJKL MNOP 5 12 3X5(B1) 5X5 4X5 5X8 3X4 6X6 4X7 3X3 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W8,W10 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/800 /664 /553 H 1006 /-/-/622 /736 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1123 -1844 C - D 1648 -2245 D - E 1810 -2286 Chords Tens.Comp. E - F 466 -656 F - G 531 -540 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1620 -1576 Chords Tens.Comp. O - M 1154 -1181 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 516 -470 C - O 436 -398 Q - O 1636 -1576 O - E 1245 -1081 Webs Tens.Comp. E - M 898 -850 M - G 1031 -1011 I - G 953 -1003 I - H 952 -993 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.93 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.115 D 999 360 VERT(CL):0.210 D 999 240 HORZ(LL):-0.046 L - - HORZ(TL):0.073 H - - Creep Factor: 2.0 Max TC CSI:0.650 Max BC CSI:0.964 Max W eb CSI:0.836 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T180 Ply: 1 Qty:2 SEQN:12680 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T57 DrwNo:079.20.1313.40056 AK /DF 03/19/2020 W8 W10 22' 4'5"15 4'5"15 8'4"12 3'10"13 13'1"14 4'9"2 17'9"4 4'7"6 22' 4'2"12 4'6"5 4'6"5 8'10" 4'3"11 17'11" 9'1" 20'5"4 2'6"4 21'8"8 1'3"4 22' 3"8 1'8" 6"3 7'11"11'8'5"24'0"12A B C D E F G HIJKLM NOPQ 5 12 3X5(B1) 5X5 4X5 6X8 3X6 5X5 4X7 3X3 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W8,W10 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/800 /664 /553 H 1006 /-/-/622 /736 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1123 -1844 C - D 1648 -2245 D - E 1810 -2286 Chords Tens.Comp. E - F 466 -656 F - G 531 -540 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1620 -1576 Chords Tens.Comp. O - M 1154 -1181 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 516 -470 C - O 436 -398 Q - O 1636 -1576 O - E 1245 -1081 Webs Tens.Comp. E - M 898 -850 M - G 1031 -1011 I - G 953 -1003 I - H 952 -993 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.93 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.115 D 999 360 VERT(CL):0.210 D 999 240 HORZ(LL):-0.046 L - - HORZ(TL):0.073 H - - Creep Factor: 2.0 Max TC CSI:0.650 Max BC CSI:0.964 Max W eb CSI:0.836 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T180 Ply: 1 Qty:2 SEQN:12680 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T57 DrwNo:079.20.1313.40056 AK /DF 03/19/2020 W8 W10 22' 4'5"15 4'5"15 8'4"12 3'10"13 13'1"14 4'9"2 17'9"4 4'7"6 22' 4'2"12 4'6"5 4'6"5 8'10" 4'3"11 17'11" 9'1" 20'5"4 2'6"4 21'8"8 1'3"4 22' 3"8 1'8" 6"3 7'11"11'8'5"24'0"12A B C D E F G HIJKLM NOPQ 5 12 3X5(B1) 5X5 4X5 6X8 3X6 5X5 4X7 3X3 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7,W10 2x4 SP 2250f-1.9E; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/801 /652 /618 H 1006 /-/-/633 /766 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1039 -1842 C - D 1549 -2235 Chords Tens.Comp. D - E 753 -1217 E - F 186 -381 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 1619 -1565 P - N 2034 -1933 Chords Tens.Comp. N - M 1029 -1011 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 505 -458 C - P 429 -385 R - P 1611 -1561 P - D 515 -432 D - N 1008 -1092 N - E 595 -412 Webs Tens.Comp. E - M 974 -1022 F - M 389 -190 M - G 995 -1047 I - G 998 -994 I - H 1003 -988 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.113 O 999 360 VERT(CL):0.203 Q 999 240 HORZ(LL):-0.055 L - - HORZ(TL):0.089 L - - Creep Factor: 2.0 Max TC CSI:0.650 Max BC CSI:0.893 Max W eb CSI:0.758 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T181 Ply: 1 Qty:1 SEQN:12685 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T59 DrwNo:079.20.1313.41677 AK /DF 03/19/2020 W7 W10 22' 4'6"5 4'6"5 8'6"2 3'11"13 14'3"10 5'9"8 19'9"4 5'5"10 22' 2'2"12 4'6"5 4'6"5 8'10" 4'3"11 14'0"2 5'2"2 19'11" 5'10"14 20'5"4 6"4 21'8"8 1'3"4 22' 3"8 1'8" 6"3 8'9"11'9'3"(a) 24'0"12A B C D E F G HIJKLMN OPQR 5 12 3X5(B1)4X5 5X81.5X4 5X5 4X4 3X101.5X4 1.5X4 3X3 3X5 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W7,W10 2x4 SP 2250f-1.9E; Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/801 /652 /618 H 1006 /-/-/633 /766 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 H Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1039 -1842 C - D 1549 -2235 Chords Tens.Comp. D - E 753 -1217 E - F 186 -381 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 1619 -1565 P - N 2034 -1933 Chords Tens.Comp. N - M 1029 -1011 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 505 -458 C - P 429 -385 R - P 1611 -1561 P - D 515 -432 D - N 1008 -1092 N - E 595 -412 Webs Tens.Comp. E - M 974 -1022 F - M 389 -190 M - G 995 -1047 I - G 998 -994 I - H 1003 -988 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.113 O 999 360 VERT(CL):0.203 Q 999 240 HORZ(LL):-0.055 L - - HORZ(TL):0.089 L - - Creep Factor: 2.0 Max TC CSI:0.650 Max BC CSI:0.893 Max W eb CSI:0.758 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T181 Ply: 1 Qty:1 SEQN:12685 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T59 DrwNo:079.20.1313.41677 AK /DF 03/19/2020 W7 W10 22' 4'6"5 4'6"5 8'6"2 3'11"13 14'3"10 5'9"8 19'9"4 5'5"10 22' 2'2"12 4'6"5 4'6"5 8'10" 4'3"11 14'0"2 5'2"2 19'11" 5'10"14 20'5"4 6"4 21'8"8 1'3"4 22' 3"8 1'8" 6"3 8'9"11'9'3"(a) 24'0"12A B C D E F G HIJKLMN OPQR 5 12 3X5(B1)4X5 5X81.5X4 5X5 4X4 3X101.5X4 1.5X4 3X3 3X5 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/787 /683 /368 G 1006 /-/-/590 /660 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1339 -1841 C - D 995 -1277 Chords Tens.Comp. D - E 684 -812 E - F 684 -812 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1612 -1561 J - I 1610 -1562 Chords Tens.Comp. I - H 1105 -1043 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 577 -561 D - I 416 -276 D - H 508 -414 Webs Tens.Comp. E - H 341 -414 H - F 1150 -969 F - G 813 -963 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.075 C 999 360 VERT(CL):0.148 C 999 240 HORZ(LL):-0.026 H - - HORZ(TL):0.046 H - - Creep Factor: 2.0 Max TC CSI:0.708 Max BC CSI:0.845 Max W eb CSI:0.833 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T182 Ply: 1 Qty:1 SEQN:12701 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T18 DrwNo:079.20.1313.32395 AK /DF 03/19/2020 22' 6'1"11 6'1"11 11'9"4 5'7"9 16'10"10 5'1"6 22' 5'1"6 5'11"15 5'11"15 11'9"4 5'9"5 16'10"10 5'1"6 22' 5'1"61'8" 6"3 5'5"15'11"24'0"12A B C D E F GHIJ 5 12 3X5(B1)1.5X4 3X4 4X7 5X5 1.5X4 4X7 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/787 /683 /368 G 1006 /-/-/590 /660 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 G Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1339 -1841 C - D 995 -1277 Chords Tens.Comp. D - E 684 -812 E - F 684 -812 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1612 -1561 J - I 1610 -1562 Chords Tens.Comp. I - H 1105 -1043 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 577 -561 D - I 416 -276 D - H 508 -414 Webs Tens.Comp. E - H 341 -414 H - F 1150 -969 F - G 813 -963 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.075 C 999 360 VERT(CL):0.148 C 999 240 HORZ(LL):-0.026 H - - HORZ(TL):0.046 H - - Creep Factor: 2.0 Max TC CSI:0.708 Max BC CSI:0.845 Max W eb CSI:0.833 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T182 Ply: 1 Qty:1 SEQN:12701 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T18 DrwNo:079.20.1313.32395 AK /DF 03/19/2020 22' 6'1"11 6'1"11 11'9"4 5'7"9 16'10"10 5'1"6 22' 5'1"6 5'11"15 5'11"15 11'9"4 5'9"5 16'10"10 5'1"6 22' 5'1"61'8" 6"3 5'5"15'11"24'0"12A B C D E F GHIJ 5 12 3X5(B1)1.5X4 3X4 4X7 5X5 1.5X4 4X7 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/779 /685 /309 I 1006 /-/-/582 /640 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 I Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 143 -548 C - D 1968 -2431 D - E 1330 -1649 Chords Tens.Comp. E - F 1191 -1427 F - G 1183 -1417 G - H 642 -809 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - Q 2108 -2008 Q - O 2210 -2122 Chords Tens.Comp. O - N 2201 -2117 N - K 1458 -1336 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 630 -588 D - N 831 -792 K - G 799 -711 K - J 784 -624 Webs Tens.Comp. G - J 772 -883 J - H 1170 -930 H - I 776 -972 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.102 P 999 360 VERT(CL):0.181 P 999 240 HORZ(LL):-0.049 J - - HORZ(TL):0.085 J - - Creep Factor: 2.0 Max TC CSI:0.542 Max BC CSI:0.601 Max W eb CSI:0.527 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T183 Ply: 1 Qty:1 SEQN:12719 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T54 DrwNo:079.20.1313.40616 AK /DF 03/19/2020 B2 22' 4'11"10 4'11"10 9'9"4 4'9"10 13'11"4 4'2" 17'9" 3'9"12 22' 4'3" 1'0"10 1'0"10 2'6" 1'5"6 4'9"14 2'3"14 9'9"4 4'11"6 13'9"8 4'0"4 17'10"12 4'1"4 22' 4'1"41'8" 6"3 4'7"16"5'1"24'0"12A B C D E F G H IJKL MNO PQRS 5 12 3X4(B1)4X7(++)1.5X6(++) 3X4 4X7 3X4 6X8 3X4 3X10 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/779 /685 /309 I 1006 /-/-/582 /640 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 I Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 143 -548 C - D 1968 -2431 D - E 1330 -1649 Chords Tens.Comp. E - F 1191 -1427 F - G 1183 -1417 G - H 642 -809 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - Q 2108 -2008 Q - O 2210 -2122 Chords Tens.Comp. O - N 2201 -2117 N - K 1458 -1336 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 630 -588 D - N 831 -792 K - G 799 -711 K - J 784 -624 Webs Tens.Comp. G - J 772 -883 J - H 1170 -930 H - I 776 -972 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.102 P 999 360 VERT(CL):0.181 P 999 240 HORZ(LL):-0.049 J - - HORZ(TL):0.085 J - - Creep Factor: 2.0 Max TC CSI:0.542 Max BC CSI:0.601 Max W eb CSI:0.527 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T183 Ply: 1 Qty:1 SEQN:12719 /HIPM FROM: Cust: R 761 JRef:1WTP7610004 T54 DrwNo:079.20.1313.40616 AK /DF 03/19/2020 B2 22' 4'11"10 4'11"10 9'9"4 4'9"10 13'11"4 4'2" 17'9" 3'9"12 22' 4'3" 1'0"10 1'0"10 2'6" 1'5"6 4'9"14 2'3"14 9'9"4 4'11"6 13'9"8 4'0"4 17'10"12 4'1"4 22' 4'1"41'8" 6"3 4'7"16"5'1"24'0"12A B C D E F G H IJKL MNO PQRS 5 12 3X4(B1)4X7(++)1.5X6(++) 3X4 4X7 3X4 6X8 3X4 3X10 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1176 /-/-/678 /443 /260 I 1000 /-/-/382 /107 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 I Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 48 -548 C - D 1198 -2374 D - E 757 -1836 Chords Tens.Comp. E - F 770 -1696 F - G 483 -1799 G - H 210 -990 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - Q 2047 -1263 Q - O 2152 -1346 Chords Tens.Comp. O - N 2143 -1342 N - K 1832 -495 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 466 -604 D - N 650 -527 E - N 405 -130 K - G 962 -330 Webs Tens.Comp. K - J 938 -198 G - J 201 -880 J - H 1286 -275 H - I 177 -963 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.90 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.082 N 999 360 VERT(CL):0.189 N 999 240 HORZ(LL):0.038 I - - HORZ(TL):0.089 I - - Creep Factor: 2.0 Max TC CSI:0.546 Max BC CSI:0.619 Max W eb CSI:0.290 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T184 Ply: 1 Qty:1 SEQN:12714 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T58 DrwNo:079.20.1313.37760 AK /DF 03/19/2020 B2 22' 4'11"10 4'11"10 8' 3'0"6 13'9"8 5'9"8 17'9" 3'11"8 22' 4'3" 10"1 10"1 10"10 0"10 2'6" 1'7"6 4'9"14 2'3"14 8'4"8 3'6"10 13'9"8 5'5" 17'10"12 4'1"4 22' 4'1"41'8" 6"3 3'9"16"3'10"34'4"224'0"12A B C D E F G H IJKL MNO PQRS 5 12 3X4(B1) 3X12(**) 1.5X4(**) 1.5X6(++) 1.5X4 5X5 3X8 5X81.5X4 3X10 3X5 2X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1176 /-/-/678 /443 /260 I 1000 /-/-/382 /107 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 I Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 48 -548 C - D 1198 -2374 D - E 757 -1836 Chords Tens.Comp. E - F 770 -1696 F - G 483 -1799 G - H 210 -990 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - Q 2047 -1263 Q - O 2152 -1346 Chords Tens.Comp. O - N 2143 -1342 N - K 1832 -495 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 466 -604 D - N 650 -527 E - N 405 -130 K - G 962 -330 Webs Tens.Comp. K - J 938 -198 G - J 201 -880 J - H 1286 -275 H - I 177 -963 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.90 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.082 N 999 360 VERT(CL):0.189 N 999 240 HORZ(LL):0.038 I - - HORZ(TL):0.089 I - - Creep Factor: 2.0 Max TC CSI:0.546 Max BC CSI:0.619 Max W eb CSI:0.290 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T184 Ply: 1 Qty:1 SEQN:12714 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T58 DrwNo:079.20.1313.37760 AK /DF 03/19/2020 B2 22' 4'11"10 4'11"10 8' 3'0"6 13'9"8 5'9"8 17'9" 3'11"8 22' 4'3" 10"1 10"1 10"10 0"10 2'6" 1'7"6 4'9"14 2'3"14 8'4"8 3'6"10 13'9"8 5'5" 17'10"12 4'1"4 22' 4'1"41'8" 6"3 3'9"16"3'10"34'4"224'0"12A B C D E F G H IJKL MNO PQRS 5 12 3X4(B1) 3X12(**) 1.5X4(**) 1.5X6(++) 1.5X4 5X5 3X8 5X81.5X4 3X10 3X5 2X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Plating Notes (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/739 /689 /200 I 1006 /-/-/569 /613 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 I Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 420 -587 C - D 1804 -2032 D - E 1894 -1976 Chords Tens.Comp. E - F 2163 -2571 F - G 2129 -2528 G - H 1047 -1316 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 390 -503 C - P 1668 -1558 Chords Tens.Comp. P - N 1797 -1720 N - K 2630 -2400 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 899 -687 D - N 989 -722 N - E 921 -1121 K - G 1310 -1171 Webs Tens.Comp. K - J 1206 -954 G - J 817 -938 J - H 1551 -1236 H - I 775 -968 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.90 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.198 O 999 360 VERT(CL):0.378 O 694 240 HORZ(LL):-0.072 I - - HORZ(TL):0.135 I - - Creep Factor: 2.0 Max TC CSI:0.767 Max BC CSI:0.721 Max W eb CSI:0.459 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T185 Ply: 1 Qty:1 SEQN:12724 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T17 DrwNo:079.20.1313.30709 AK /DF 03/19/2020 T1 B2 22' 8' 8' 10'2"12 2'2"12 13'11"4 3'8"8 17'9" 3'9"12 22' 4'3" 9"13 9"13 10"11 0"14 2'6" 1'7"5 8'1"12 5'7"12 13'9"8 5'7"12 17'10"12 4'1"4 22' 4'1"41'8" 6"3 2'11"16"3'10"34'4"224'0"12A B C D E F G H IJKL MN OPQR 5 12 3X4(B1) 3X12(**) 2X4(**) 2X6(++) 5X5 3X5 5X5 1.5X4 5X81.5X4 3X5 3X12 4X5 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Plating Notes (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1186 /-/-/739 /689 /200 I 1006 /-/-/569 /613 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.9 I Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 420 -587 C - D 1804 -2032 D - E 1894 -1976 Chords Tens.Comp. E - F 2163 -2571 F - G 2129 -2528 G - H 1047 -1316 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 390 -503 C - P 1668 -1558 Chords Tens.Comp. P - N 1797 -1720 N - K 2630 -2400 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 899 -687 D - N 989 -722 N - E 921 -1121 K - G 1310 -1171 Webs Tens.Comp. K - J 1206 -954 G - J 817 -938 J - H 1551 -1236 H - I 775 -968 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.90 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.198 O 999 360 VERT(CL):0.378 O 694 240 HORZ(LL):-0.072 I - - HORZ(TL):0.135 I - - Creep Factor: 2.0 Max TC CSI:0.767 Max BC CSI:0.721 Max W eb CSI:0.459 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T185 Ply: 1 Qty:1 SEQN:12724 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T17 DrwNo:079.20.1313.30709 AK /DF 03/19/2020 T1 B2 22' 8' 8' 10'2"12 2'2"12 13'11"4 3'8"8 17'9" 3'9"12 22' 4'3" 9"13 9"13 10"11 0"14 2'6" 1'7"5 8'1"12 5'7"12 13'9"8 5'7"12 17'10"12 4'1"4 22' 4'1"41'8" 6"3 2'11"16"3'10"34'4"224'0"12A B C D E F G H IJKL MN OPQR 5 12 3X4(B1) 3X12(**) 2X4(**) 2X6(++) 5X5 3X5 5X5 1.5X4 5X81.5X4 3X5 3X12 4X5 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2,T3 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B3 2x6 SP #2; Webs: 2x4 SP #2; W2,W10 2x4 SP 2700f-2.2E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 6.10 TC: From 36 plf at 6.10 to 36 plf at 22.00 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.10 BC: From 10 plf at 6.10 to 10 plf at 22.00 TC: -28 lb Conc. Load at 6.10, 9.90 TC: 202 lb Conc. Load at 7.06, 8.94 TC: 97 lb Conc. Load at 17.85,19.85,21.44 BC: 546 lb Conc. Load at 6.10, 9.90 BC: 85 lb Conc. Load at 7.06, 8.94 BC: 339 lb Conc. Load at 16.06 BC: 65 lb Conc. Load at 17.85,19.85,21.44 Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2091 /-/-/-/1270 /- L 1801 /-/-/-/1087 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.8 L Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 323 -520 C - D 1574 -2583 D - E 1441 -2404 E - F 1538 -2561 F - G 1629 -2706 Chords Tens.Comp. G - H 2339 -3897 H - I 2494 -4152 I - J 1397 -2329 J - K 787 -1312 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - V 2285 -1384 V - T 2393 -1450 T - S 2208 -1320 S - R 3970 -2384 Chords Tens.Comp. R - O 4383 -2634 P - N 379 -228 N - M 1433 -867 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 309 -449 E - T 514 -245 E - S 416 -256 S - F 862 -472 S - G 988 -1650 R - H 365 -601 H - O 472 -276 Webs Tens.Comp. O - I 1962 -1179 O - N 2123 -1275 I - N 622 -1009 N - J 1056 -625 J - M 478 -717 M - K 1517 -909 K - L 532 -848 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.50 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.212 G 999 360 VERT(CL):0.392 G 669 240 HORZ(LL):-0.065 L - - HORZ(TL):0.123 L - - Creep Factor: 2.0 Max TC CSI:0.415 Max BC CSI:0.500 Max W eb CSI:0.479 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T186 Ply: 2 Qty:1 SEQN:12745 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T4 DrwNo:079.20.1313.27231 AK /DF 03/19/2020 2 Complete Trusses Required T2 T3 B3 W2 W10 22' 3'6" 3'6" 6'1"4 2'7"4 9'10"12 3'9"8 12'2"12 2'4" 13'9"8 1'6"12 15'10"8 2'1" 18'9"12 2'11"4 22' 3'2"4 1'0"6 1'0"6 2'6" 1'5"10 6'1"4 3'7"4 9'9" 3'7"12 12'6"4 2'9"4 13'9"8 1'3"4 16'0"12 2'3"4 19'1"4 3'0"8 22' 2'10"121'8" 6"3 2'1"16"3'0"113'6"1024'0"12A B C D E F G H I J K LMNOP QRST UVWX 5 12 3X4(B1) 3X10(++) 1.5X6(++) 1.5X4 4X7 3X10 4X5 5X5 H0612(**)1.5X4(**) 3X8 4X10 3X6 3X6 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2,T3 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B3 2x6 SP #2; Webs: 2x4 SP #2; W2,W10 2x4 SP 2700f-2.2E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 6.10 TC: From 36 plf at 6.10 to 36 plf at 22.00 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.10 BC: From 10 plf at 6.10 to 10 plf at 22.00 TC: -28 lb Conc. Load at 6.10, 9.90 TC: 202 lb Conc. Load at 7.06, 8.94 TC: 97 lb Conc. Load at 17.85,19.85,21.44 BC: 546 lb Conc. Load at 6.10, 9.90 BC: 85 lb Conc. Load at 7.06, 8.94 BC: 339 lb Conc. Load at 16.06 BC: 65 lb Conc. Load at 17.85,19.85,21.44 Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2091 /-/-/-/1270 /- L 1801 /-/-/-/1087 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.8 L Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 323 -520 C - D 1574 -2583 D - E 1441 -2404 E - F 1538 -2561 F - G 1629 -2706 Chords Tens.Comp. G - H 2339 -3897 H - I 2494 -4152 I - J 1397 -2329 J - K 787 -1312 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - V 2285 -1384 V - T 2393 -1450 T - S 2208 -1320 S - R 3970 -2384 Chords Tens.Comp. R - O 4383 -2634 P - N 379 -228 N - M 1433 -867 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 309 -449 E - T 514 -245 E - S 416 -256 S - F 862 -472 S - G 988 -1650 R - H 365 -601 H - O 472 -276 Webs Tens.Comp. O - I 1962 -1179 O - N 2123 -1275 I - N 622 -1009 N - J 1056 -625 J - M 478 -717 M - K 1517 -909 K - L 532 -848 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.50 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.212 G 999 360 VERT(CL):0.392 G 669 240 HORZ(LL):-0.065 L - - HORZ(TL):0.123 L - - Creep Factor: 2.0 Max TC CSI:0.415 Max BC CSI:0.500 Max W eb CSI:0.479 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T186 Ply: 2 Qty:1 SEQN:12745 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T4 DrwNo:079.20.1313.27231 AK /DF 03/19/2020 2 Complete Trusses Required T2 T3 B3 W2 W10 22' 3'6" 3'6" 6'1"4 2'7"4 9'10"12 3'9"8 12'2"12 2'4" 13'9"8 1'6"12 15'10"8 2'1" 18'9"12 2'11"4 22' 3'2"4 1'0"6 1'0"6 2'6" 1'5"10 6'1"4 3'7"4 9'9" 3'7"12 12'6"4 2'9"4 13'9"8 1'3"4 16'0"12 2'3"4 19'1"4 3'0"8 22' 2'10"121'8" 6"3 2'1"16"3'0"113'6"1024'0"12A B C D E F G H I J K LMNOP QRST UVWX 5 12 3X4(B1) 3X10(++) 1.5X6(++) 1.5X4 4X7 3X10 4X5 5X5 H0612(**)1.5X4(**) 3X8 4X10 3X6 3X6 3X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 3.77 BC: From 10 plf at 0.00 to 10 plf at 3.77 BC: 146 lb Conc. Load at 0.73 BC: 233 lb Conc. Load at 2.73 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 351 /-/-/-/201 /- C 339 /-/-/-/201 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.003 C - - HORZ(TL):0.006 C - - Creep Factor: 2.0 Max TC CSI:0.228 Max BC CSI:0.278 Max W eb CSI:0.035 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T187 Ply: 1 Qty:1 SEQN:12231 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T25 DrwNo:079.20.1313.27013 AK /DF 03/19/2020 3'9"4 3'9"4 3'9"4 6"3 2'1"124'0"12 A B C 5 12 2X4(A1) 1.5X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 3.77 BC: From 10 plf at 0.00 to 10 plf at 3.77 BC: 146 lb Conc. Load at 0.73 BC: 233 lb Conc. Load at 2.73 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 351 /-/-/-/201 /- C 339 /-/-/-/201 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.36 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.003 C - - HORZ(TL):0.006 C - - Creep Factor: 2.0 Max TC CSI:0.228 Max BC CSI:0.278 Max W eb CSI:0.035 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T187 Ply: 1 Qty:1 SEQN:12231 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T25 DrwNo:079.20.1313.27013 AK /DF 03/19/2020 3'9"4 3'9"4 3'9"4 6"3 2'1"124'0"12 A B C 5 12 2X4(A1) 1.5X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B2 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 4.00 BC: From 20 plf at 0.00 to 20 plf at 4.00 BC: 612 lb Conc. Load at 2.06 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 499 /-/-/-/260 /- D 482 /-/-/-/251 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 297 -558 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 483 -249 Chords Tens.Comp. F - D 650 -340 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - G 537 -231 F - B 488 -199 Webs Tens.Comp. B - D 396 -757 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.41 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.008 F 999 360 VERT(CL):0.018 F 999 240 HORZ(LL):-0.006 D - - HORZ(TL):0.013 D - - Creep Factor: 2.0 Max TC CSI:0.141 Max BC CSI:0.331 Max W eb CSI:0.507 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T188 Ply: 1 Qty:1 SEQN:12650 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T65 DrwNo:079.20.1313.29243 AK /DF 03/19/2020 B2 4' 2'8"8 2'8"8 4' 1'3"8 3' 3' 4' 1' 6"3 6"1'8"32'2"324'0"12 24'6"12A B C D EFG 5 12 2X4(A1) 3X33X10(**) 3X4 1.5X4 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B2 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 4.00 BC: From 20 plf at 0.00 to 20 plf at 4.00 BC: 612 lb Conc. Load at 2.06 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 499 /-/-/-/260 /- D 482 /-/-/-/251 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 297 -558 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 483 -249 Chords Tens.Comp. F - D 650 -340 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - G 537 -231 F - B 488 -199 Webs Tens.Comp. B - D 396 -757 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.41 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.008 F 999 360 VERT(CL):0.018 F 999 240 HORZ(LL):-0.006 D - - HORZ(TL):0.013 D - - Creep Factor: 2.0 Max TC CSI:0.141 Max BC CSI:0.331 Max W eb CSI:0.507 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T188 Ply: 1 Qty:1 SEQN:12650 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T65 DrwNo:079.20.1313.29243 AK /DF 03/19/2020 B2 4' 2'8"8 2'8"8 4' 1'3"8 3' 3' 4' 1' 6"3 6"1'8"32'2"324'0"12 24'6"12A B C D EFG 5 12 2X4(A1) 3X33X10(**) 3X4 1.5X4 5X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 3.35 TC: From 36 plf at 3.35 to 36 plf at 11.37 TC: From 73 plf at 11.37 to 73 plf at 13.83 BC: From 10 plf at 0.00 to 10 plf at 13.83 BC: 2296 lb Conc. Load at 1.65 BC: 1275 lb Conc. Load at 3.35 BC: 1277 lb Conc. Load at 5.35 BC: 1279 lb Conc. Load at 7.27 BC: 1274 lb Conc. Load at 9.27,11.27,13.27 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 5580 /-/-/-/3684 /- E 5219 /-/-/-/3519 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =4.9 E Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2693 -4072 Chords Tens.Comp. B - C 840 -1244 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 3735 -2461 G - F 3660 -2414 Chords Tens.Comp. F - E 1127 -755 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - B 2141 -1365 B - F 1833 -2800 Webs Tens.Comp. C - F 2620 -1731 C - E 1676 -2502 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.95 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.096 G 999 360 VERT(CL):0.150 G 999 240 HORZ(LL):0.019 D - - HORZ(TL):0.030 D - - Creep Factor: 2.0 Max TC CSI:0.674 Max BC CSI:0.652 Max W eb CSI:0.918 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T189 Ply: 2 Qty:1 SEQN:12461 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T250 DrwNo:079.20.1313.42222 AK /DF 03/19/2020 2 Complete Trusses Required 13'10" 5'11"5 5'11"5 11'4"8 5'5"3 13'10" 2'5"8 5'9"9 5'9"9 11'4"8 5'6"15 13'5" 2'0"8 13'10" 5" 6"3 5'3"124'0"12 A B C D EFG 5 12 4X7(A1) 3X10 4X8 6X8 6X6 1.5X4 10X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 3.35 TC: From 36 plf at 3.35 to 36 plf at 11.37 TC: From 73 plf at 11.37 to 73 plf at 13.83 BC: From 10 plf at 0.00 to 10 plf at 13.83 BC: 2296 lb Conc. Load at 1.65 BC: 1275 lb Conc. Load at 3.35 BC: 1277 lb Conc. Load at 5.35 BC: 1279 lb Conc. Load at 7.27 BC: 1274 lb Conc. Load at 9.27,11.27,13.27 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 5580 /-/-/-/3684 /- E 5219 /-/-/-/3519 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =4.9 E Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2693 -4072 Chords Tens.Comp. B - C 840 -1244 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 3735 -2461 G - F 3660 -2414 Chords Tens.Comp. F - E 1127 -755 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - B 2141 -1365 B - F 1833 -2800 Webs Tens.Comp. C - F 2620 -1731 C - E 1676 -2502 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.95 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.096 G 999 360 VERT(CL):0.150 G 999 240 HORZ(LL):0.019 D - - HORZ(TL):0.030 D - - Creep Factor: 2.0 Max TC CSI:0.674 Max BC CSI:0.652 Max W eb CSI:0.918 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T189 Ply: 2 Qty:1 SEQN:12461 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T250 DrwNo:079.20.1313.42222 AK /DF 03/19/2020 2 Complete Trusses Required 13'10" 5'11"5 5'11"5 11'4"8 5'5"3 13'10" 2'5"8 5'9"9 5'9"9 11'4"8 5'6"15 13'5" 2'0"8 13'10" 5" 6"3 5'3"124'0"12 A B C D EFG 5 12 4X7(A1) 3X10 4X8 6X8 6X6 1.5X4 10X10 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 813 /-/-/557 /443 /298 F 624 /-/-/377 /416 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 844 -1004 Chords Tens.Comp. C - D 455 -589 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 862 -1070 Chords Tens.Comp. G - F 475 -520 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 609 -428 D - G 425 -249 Webs Tens.Comp. D - F 708 -646 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.035 C 999 360 VERT(CL):0.053 C 999 240 HORZ(LL):-0.013 F - - HORZ(TL):0.018 F - - Creep Factor: 2.0 Max TC CSI:0.738 Max BC CSI:0.737 Max W eb CSI:0.374 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T190 Ply: 1 Qty:1 SEQN:12549 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T172 DrwNo:079.20.1313.37901 AK /DF 03/19/2020 13'10" 4'9"9 4'9"9 9'4"8 4'6"15 13'10" 4'5"8 9'4"8 9'4"8 13'10" 4'5"81'8" 6"3 4'5"14'11"24'0"12A B C D E FG 5 12 3X4(B1) 1.5X4 4X7 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 813 /-/-/557 /443 /298 F 624 /-/-/377 /416 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 844 -1004 Chords Tens.Comp. C - D 455 -589 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 862 -1070 Chords Tens.Comp. G - F 475 -520 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 609 -428 D - G 425 -249 Webs Tens.Comp. D - F 708 -646 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.035 C 999 360 VERT(CL):0.053 C 999 240 HORZ(LL):-0.013 F - - HORZ(TL):0.018 F - - Creep Factor: 2.0 Max TC CSI:0.738 Max BC CSI:0.737 Max W eb CSI:0.374 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T190 Ply: 1 Qty:1 SEQN:12549 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T172 DrwNo:079.20.1313.37901 AK /DF 03/19/2020 13'10" 4'9"9 4'9"9 9'4"8 4'6"15 13'10" 4'5"8 9'4"8 9'4"8 13'10" 4'5"81'8" 6"3 4'5"14'11"24'0"12A B C D E FG 5 12 3X4(B1) 1.5X4 4X7 3X4 1.5X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 813 /-/-/550 /451 /241 E 624 /-/-/366 /397 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 629 -840 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 668 -725 Chords Tens.Comp. F - E 675 -726 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 789 -729 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 F 999 360 VERT(CL):0.022 F 999 240 HORZ(LL):-0.010 F - - HORZ(TL):0.011 F - - Creep Factor: 2.0 Max TC CSI:0.850 Max BC CSI:0.568 Max W eb CSI:0.608 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T191 Ply: 1 Qty:1 SEQN:12552 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T171 DrwNo:079.20.1313.28182 AK /DF 03/19/2020 T2 13'10" 7'4"8 7'4"8 13'10" 6'5"8 7'6"4 7'6"4 13'10" 6'3"121'8" 6"3 3'7"14'1"24'0"12A B C D EF 5 12 3X4(B1) 4X7 1.5X4 3X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 813 /-/-/550 /451 /241 E 624 /-/-/366 /397 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 629 -840 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 668 -725 Chords Tens.Comp. F - E 675 -726 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 789 -729 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 F 999 360 VERT(CL):0.022 F 999 240 HORZ(LL):-0.010 F - - HORZ(TL):0.011 F - - Creep Factor: 2.0 Max TC CSI:0.850 Max BC CSI:0.568 Max W eb CSI:0.608 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T191 Ply: 1 Qty:1 SEQN:12552 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T171 DrwNo:079.20.1313.28182 AK /DF 03/19/2020 T2 13'10" 7'4"8 7'4"8 13'10" 6'5"8 7'6"4 7'6"4 13'10" 6'3"121'8" 6"3 3'7"14'1"24'0"12A B C D EF 5 12 3X4(B1) 4X7 1.5X4 3X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 13.83 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 13.83 TC: 160 lb Conc. Load at 12.06 BC: 631 lb Conc. Load at 3.44 BC: 493 lb Conc. Load at 10.56 BC: 98 lb Conc. Load at 12.06 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1445 /-/-/-/898 /- F 1374 /-/-/-/849 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =2.3 F Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1258 -2020 C - D 1061 -1713 Chords Tens.Comp. D - E 1061 -1713 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1800 -1103 Chords Tens.Comp. H - G 1831 -1117 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 513 -221 D - G 379 -419 Webs Tens.Comp. G - E 1943 -1200 E - F 780 -1169 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 D 999 360 VERT(CL):0.075 D 999 240 HORZ(LL):-0.007 C - - HORZ(TL):0.012 C - - Creep Factor: 2.0 Max TC CSI:0.739 Max BC CSI:0.379 Max W eb CSI:0.439 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T192 Ply: 1 Qty:1 SEQN:12555 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T48 DrwNo:079.20.1313.26889 AK /DF 03/19/2020 13'10" 5'4"8 5'4"8 9'7"4 4'2"12 13'10" 4'2"12 5'6"4 5'6"4 9'7"4 4'1" 13'10" 4'2"121'8" 6"3 2'9"13'3"24'0"12A B C D E FGH 5 12 3X5(A1) 4X7 3X3 1.5X4 5X8 5X5 3X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.67 to 73 plf at 13.83 BC: From 22 plf at -1.67 to 22 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 13.83 TC: 160 lb Conc. Load at 12.06 BC: 631 lb Conc. Load at 3.44 BC: 493 lb Conc. Load at 10.56 BC: 98 lb Conc. Load at 12.06 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1445 /-/-/-/898 /- F 1374 /-/-/-/849 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =2.3 F Brg Width = -Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1258 -2020 C - D 1061 -1713 Chords Tens.Comp. D - E 1061 -1713 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1800 -1103 Chords Tens.Comp. H - G 1831 -1117 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 513 -221 D - G 379 -419 Webs Tens.Comp. G - E 1943 -1200 E - F 780 -1169 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 D 999 360 VERT(CL):0.075 D 999 240 HORZ(LL):-0.007 C - - HORZ(TL):0.012 C - - Creep Factor: 2.0 Max TC CSI:0.739 Max BC CSI:0.379 Max W eb CSI:0.439 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T192 Ply: 1 Qty:1 SEQN:12555 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T48 DrwNo:079.20.1313.26889 AK /DF 03/19/2020 13'10" 5'4"8 5'4"8 9'7"4 4'2"12 13'10" 4'2"12 5'6"4 5'6"4 9'7"4 4'1" 13'10" 4'2"121'8" 6"3 2'9"13'3"24'0"12A B C D E FGH 5 12 3X5(A1) 4X7 3X3 1.5X4 5X8 5X5 3X10 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 314 /-/-/180 /195 /- D 314 /-/-/181 /196 /- Wind reactions based on MWFRS G Brg Width = -Min Req =- D Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1401 -955 Chords Tens.Comp. B - C 1055 -719 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - G 441 -292 A - E 1016 -1492 B - E 661 -377 Webs Tens.Comp. E - C 687 -1020 C - D 430 -240 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.98 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.021 B 999 360 VERT(CL):0.039 B 999 240 HORZ(LL):-0.009 A - - HORZ(TL):0.016 A - - Creep Factor: 2.0 Max TC CSI:0.678 Max BC CSI:0.359 Max W eb CSI:0.552 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T193 Ply: 1 Qty:1 SEQN:11649 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T147 DrwNo:079.20.1313.27029 AK /DF 03/19/2020 7' 1'1"8 1'1"8 7' 5'10"81'11"11'11"125'0"12 24'0"12 A B C D EFG 4X4 1.5X6(**) 1.5X45X8 1.5X4 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 314 /-/-/180 /195 /- D 314 /-/-/181 /196 /- Wind reactions based on MWFRS G Brg Width = -Min Req =- D Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1401 -955 Chords Tens.Comp. B - C 1055 -719 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - G 441 -292 A - E 1016 -1492 B - E 661 -377 Webs Tens.Comp. E - C 687 -1020 C - D 430 -240 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.98 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.021 B 999 360 VERT(CL):0.039 B 999 240 HORZ(LL):-0.009 A - - HORZ(TL):0.016 A - - Creep Factor: 2.0 Max TC CSI:0.678 Max BC CSI:0.359 Max W eb CSI:0.552 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T193 Ply: 1 Qty:1 SEQN:11649 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T147 DrwNo:079.20.1313.27029 AK /DF 03/19/2020 7' 1'1"8 1'1"8 7' 5'10"81'11"11'11"125'0"12 24'0"12 A B C D EFG 4X4 1.5X6(**) 1.5X45X8 1.5X4 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 324 /-/-/189 /183 /43 C 324 /-/-/189 /183 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- C Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 641 -425 Chords Tens.Comp. B - C 641 -425 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 348 -481 Chords Tens.Comp. D - C 348 -481 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 D 999 360 VERT(CL):0.011 D 999 240 HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.245 Max BC CSI:0.123 Max W eb CSI:0.029 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T194 Ply: 1 Qty:1 SEQN:11644 /HIPS FROM: GLM Cust: R 761 JRef:1WTP7610004 T32 DrwNo:079.20.1313.40085 AK /DF 03/19/2020 7' 3'4"8 3'4"8 7' 3'7"8 7' 7' 6"31'11"124'0"12 A B C D 5 12 3X4(B1) 4X4 1.5X4 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 324 /-/-/189 /183 /43 C 324 /-/-/189 /183 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- C Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 641 -425 Chords Tens.Comp. B - C 641 -425 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 348 -481 Chords Tens.Comp. D - C 348 -481 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 D 999 360 VERT(CL):0.011 D 999 240 HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.245 Max BC CSI:0.123 Max W eb CSI:0.029 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T194 Ply: 1 Qty:1 SEQN:11644 /HIPS FROM: GLM Cust: R 761 JRef:1WTP7610004 T32 DrwNo:079.20.1313.40085 AK /DF 03/19/2020 7' 3'4"8 3'4"8 7' 3'7"8 7' 7' 6"31'11"124'0"12 A B C D 5 12 3X4(B1) 4X4 1.5X4 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B1 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 3.37 TC: From 36 plf at 3.37 to 36 plf at 5.37 BC: From 10 plf at 0.00 to 10 plf at 5.37 TC: 93 lb Conc. Load at 3.37 TC: 80 lb Conc. Load at 4.94 BC: 324 lb Conc. Load at 1.44 BC: 329 lb Conc. Load at 3.44 BC: 57 lb Conc. Load at 4.94 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 623 /-/-/-/393 /- F 631 /-/-/-/397 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 556 -852 Chords Tens.Comp. C - D 528 -823 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 757 -489 Chords Tens.Comp. J - H 822 -528 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 391 -561 J - I 565 -357 H - G 273 -401 Webs Tens.Comp. G - E 546 -346 E - F 400 -606 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.096 K 656 360 VERT(CL):0.166 K 381 240 HORZ(LL):-0.099 F - - HORZ(TL):0.171 F - - Creep Factor: 2.0 Max TC CSI:0.687 Max BC CSI:0.779 Max W eb CSI:0.688 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T195 Ply: 1 Qty:1 SEQN:11669 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T30 DrwNo:079.20.1313.40584 AK /DF 03/19/2020 B1 5'4"8 3'4"8 3'4"8 5'4"8 2' 1'11"1 1'11"1 2'10" 10"15 4'2" 1'4" 5'4"8 1'2"8 6"3 1'11"11'24'0"12 A B C D E F G H IJK 5 12 3X4(B1) 3X8 1.5X4 3X4 1.5X6 3X4 1.5X43X4 4X4 4X4 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B1 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 3.37 TC: From 36 plf at 3.37 to 36 plf at 5.37 BC: From 10 plf at 0.00 to 10 plf at 5.37 TC: 93 lb Conc. Load at 3.37 TC: 80 lb Conc. Load at 4.94 BC: 324 lb Conc. Load at 1.44 BC: 329 lb Conc. Load at 3.44 BC: 57 lb Conc. Load at 4.94 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 623 /-/-/-/393 /- F 631 /-/-/-/397 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 556 -852 Chords Tens.Comp. C - D 528 -823 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 757 -489 Chords Tens.Comp. J - H 822 -528 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 391 -561 J - I 565 -357 H - G 273 -401 Webs Tens.Comp. G - E 546 -346 E - F 400 -606 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.096 K 656 360 VERT(CL):0.166 K 381 240 HORZ(LL):-0.099 F - - HORZ(TL):0.171 F - - Creep Factor: 2.0 Max TC CSI:0.687 Max BC CSI:0.779 Max W eb CSI:0.688 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T195 Ply: 1 Qty:1 SEQN:11669 /HIPM FROM: GLM Cust: R 761 JRef:1WTP7610004 T30 DrwNo:079.20.1313.40584 AK /DF 03/19/2020 B1 5'4"8 3'4"8 3'4"8 5'4"8 2' 1'11"1 1'11"1 2'10" 10"15 4'2" 1'4" 5'4"8 1'2"8 6"3 1'11"11'24'0"12 A B C D E F G H IJK 5 12 3X4(B1) 3X8 1.5X4 3X4 1.5X6 3X4 1.5X43X4 4X4 4X4 3X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 5.37 BC: From 10 plf at 0.00 to 10 plf at 5.37 BC: 324 lb Conc. Load at 1.44 BC: 314 lb Conc. Load at 3.44 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 588 /-/-/-/377 /- C 493 /-/-/-/327 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.70 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.012 C - - HORZ(TL):0.020 C - - Creep Factor: 2.0 Max TC CSI:0.534 Max BC CSI:0.733 Max W eb CSI:0.094 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T196 Ply: 1 Qty:1 SEQN:12322 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T111 DrwNo:079.20.1313.36591 AK /DF 03/19/2020 5'4"8 5'4"8 5'4"8 6"3 2'9"124'0"12 A B C 5 12 2X4(A1) 1.5X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 5.37 BC: From 10 plf at 0.00 to 10 plf at 5.37 BC: 324 lb Conc. Load at 1.44 BC: 314 lb Conc. Load at 3.44 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 588 /-/-/-/377 /- C 493 /-/-/-/327 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.70 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.012 C - - HORZ(TL):0.020 C - - Creep Factor: 2.0 Max TC CSI:0.534 Max BC CSI:0.733 Max W eb CSI:0.094 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T196 Ply: 1 Qty:1 SEQN:12322 /MONO FROM: GLM Cust: R 761 JRef:1WTP7610004 T111 DrwNo:079.20.1313.36591 AK /DF 03/19/2020 5'4"8 5'4"8 5'4"8 6"3 2'9"124'0"12 A B C 5 12 2X4(A1) 1.5X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; W5,W6 2x4 SP 2250f-1.9E; Rt Bearing Leg: 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 5.44 TC: From 36 plf at 5.44 to 36 plf at 13.44 TC: From 73 plf at 13.44 to 73 plf at 18.67 BC: From 20 plf at 0.00 to 20 plf at 5.44 BC: From 10 plf at 5.44 to 10 plf at 11.52 BC: From 20 plf at 11.52 to 20 plf at 18.21 BC: 1374 lb Conc. Load at 5.44 BC: 624 lb Conc. Load at 7.44, 9.44 BC: 5219 lb Conc. Load at 11.52 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 4316 /-/-/-/2828 /- F 4891 /-/-/-/3280 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =3.8 F Brg Width = 4.0 Min Req =4.0 Bearing F is a rigid surface. Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 3075 -4649 B - C 2358 -3528 Chords Tens.Comp. C - D 2334 -3493 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 4243 -2794 I - H 4214 -2777 Chords Tens.Comp. H - G 2028 -1365 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - B 946 -554 B - H 744 -1174 H - D 3687 -2416 Webs Tens.Comp. D - G 2027 -3014 F - G 2365 -1557 E - F 3997 -3948 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.38 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.126 I 999 360 VERT(CL):0.201 I 999 240 HORZ(LL):-0.028 G - - HORZ(TL):0.044 G - - Creep Factor: 2.0 Max TC CSI:0.376 Max BC CSI:0.466 Max W eb CSI:0.832 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T197 Ply: 2 Qty:1 SEQN:12561 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T109 DrwNo:079.20.1313.41395 AK /DF 03/19/2020 2 Complete Trusses Required T2 W5 W6 18'8" 6'11"11 6'11"11 11'5"6 4'5"11 13'5"4 1'11"14 18'2"8 4'9"4 18'8" 5"8 6'9"15 6'9"15 11'5"6 4'7"7 18'2"8 6'9"2 18'8" 5"8 2'6"6"3 3'7"66'1"624'0"12 26'6"12 A B C D E F GHI 5 12 4X8(B1) 7X6 3X5 1.5X4 10X10 7X6 5X6 3X55X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; W5,W6 2x4 SP 2250f-1.9E; Rt Bearing Leg: 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 5.44 TC: From 36 plf at 5.44 to 36 plf at 13.44 TC: From 73 plf at 13.44 to 73 plf at 18.67 BC: From 20 plf at 0.00 to 20 plf at 5.44 BC: From 10 plf at 5.44 to 10 plf at 11.52 BC: From 20 plf at 11.52 to 20 plf at 18.21 BC: 1374 lb Conc. Load at 5.44 BC: 624 lb Conc. Load at 7.44, 9.44 BC: 5219 lb Conc. Load at 11.52 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 4316 /-/-/-/2828 /- F 4891 /-/-/-/3280 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =3.8 F Brg Width = 4.0 Min Req =4.0 Bearing F is a rigid surface. Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 3075 -4649 B - C 2358 -3528 Chords Tens.Comp. C - D 2334 -3493 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 4243 -2794 I - H 4214 -2777 Chords Tens.Comp. H - G 2028 -1365 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - B 946 -554 B - H 744 -1174 H - D 3687 -2416 Webs Tens.Comp. D - G 2027 -3014 F - G 2365 -1557 E - F 3997 -3948 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.38 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.126 I 999 360 VERT(CL):0.201 I 999 240 HORZ(LL):-0.028 G - - HORZ(TL):0.044 G - - Creep Factor: 2.0 Max TC CSI:0.376 Max BC CSI:0.466 Max W eb CSI:0.832 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T197 Ply: 2 Qty:1 SEQN:12561 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T109 DrwNo:079.20.1313.41395 AK /DF 03/19/2020 2 Complete Trusses Required T2 W5 W6 18'8" 6'11"11 6'11"11 11'5"6 4'5"11 13'5"4 1'11"14 18'2"8 4'9"4 18'8" 5"8 6'9"15 6'9"15 11'5"6 4'7"7 18'2"8 6'9"2 18'8" 5"8 2'6"6"3 3'7"66'1"624'0"12 26'6"12 A B C D E F GHI 5 12 4X8(B1) 7X6 3X5 1.5X4 10X10 7X6 5X6 3X55X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 5.04 BC: From 10 plf at 0.00 to 10 plf at 5.04 BC: 637 lb Conc. Load at 1.10 BC: 633 lb Conc. Load at 3.10 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 981 /-/-/-/554 /- C 705 /-/-/-/410 /- Wind reactions based on MWFRS A Brg Width = 4.0 Min Req =1.6 C Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.63 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.011 C - - HORZ(TL):0.020 C - - Creep Factor: 2.0 Max TC CSI:0.511 Max BC CSI:0.451 Max W eb CSI:0.086 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T198 Ply: 1 Qty:1 SEQN:12448 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T28 DrwNo:079.20.1313.30335 AK /DF 03/19/2020 2"4'10"8 5'0"8 5'0"8 6"3 2'7"624'0"12 A B C 5 12 2X4(A1) 1.5X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at 0.00 to 73 plf at 5.04 BC: From 10 plf at 0.00 to 10 plf at 5.04 BC: 637 lb Conc. Load at 1.10 BC: 633 lb Conc. Load at 3.10 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 981 /-/-/-/554 /- C 705 /-/-/-/410 /- Wind reactions based on MWFRS A Brg Width = 4.0 Min Req =1.6 C Brg Width = -Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.63 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.011 C - - HORZ(TL):0.020 C - - Creep Factor: 2.0 Max TC CSI:0.511 Max BC CSI:0.451 Max W eb CSI:0.086 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T198 Ply: 1 Qty:1 SEQN:12448 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T28 DrwNo:079.20.1313.30335 AK /DF 03/19/2020 2"4'10"8 5'0"8 5'0"8 6"3 2'7"624'0"12 A B C 5 12 2X4(A1) 1.5X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; W1,W13 2x6 SP #2; W4, W10 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 36 plf at 0.00 to 36 plf at 25.33 BC: From 10 plf at 0.00 to 10 plf at 25.33 BC: 259 lb Conc. Load at 0.27 BC: 1249 lb Conc. Load at 2.27, 4.27,20.27 BC: 1207 lb Conc. Load at 6.27,10.27 BC: 1201 lb Conc. Load at 8.27 BC: 1168 lb Conc. Load at 12.27,18.19 BC: 1185 lb Conc. Load at 14.27,16.27 BC: -87 lb Conc. Load at 22.27 BC: -111 lb Conc. Load at 24.27 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 2 12" 13 SPf(S) Standard 2 25.000' 1 12" 10 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 7559 /-/-/-/4862 /- H 5741 /-/-/-/4201 /- Wind reactions based on MWFRS N Brg Width = 4.0 Min Req =- H Brg Width = 4.0 Min Req =- Bearings N & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 929 -1440 B - C 1955 -3146 C - D 1885 -3023 Chords Tens.Comp. D - E 1885 -3023 E - F 1915 -3030 F - G 765 -1087 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1325 -854 L - K 3165 -1968 Chords Tens.Comp. K - J 3057 -1931 J - I 1001 -704 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 2485 -3853 A - M 3546 -2285 B - M 1056 -1712 B - L 2831 -1712 L - C 326 -462 C - K 541 -863 D - K 2229 -1367 Webs Tens.Comp. K - E 458 -620 E - J 403 -682 J - F 3107 -1853 F - I 1214 -2035 I - G 2868 -2019 G - H 2191 -3111 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 32.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.139 K 999 360 VERT(CL):0.227 K 999 240 HORZ(LL):-0.050 B - - HORZ(TL):0.082 B - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.513 Max W eb CSI:0.880 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T199 Ply: 2 Qty:1 SEQN:16315 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T69 DrwNo:080.20.1108.45550 JB /DF 03/20/2020 2 Complete Trusses Required W1 W4 W10 W13 BL1 BL2 25'4" 2'6"8 2'6"8 9'0"6 6'5"14 12'8" 3'7"10 16'3"10 3'7"10 22'11"8 6'7"14 25'4" 2'4"8 2'5" 2'5" 8'8"14 6'3"14 12'8" 3'11"2 16'7"2 3'11"2 23' 6'4"14 25'4" 2'4"6'8"66'9"37'9"19'3"424'0"12 A B C D E F G HIJKLMN 5 12 8X8 5X10 5X10 8X10 7X6 5X5 5X5 8X8 5X5 7X6 7X8 8X8 8X8 4X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; W1,W13 2x6 SP #2; W4, W10 2x4 SP 2250f-1.9E; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 36 plf at 0.00 to 36 plf at 25.33 BC: From 10 plf at 0.00 to 10 plf at 25.33 BC: 259 lb Conc. Load at 0.27 BC: 1249 lb Conc. Load at 2.27, 4.27,20.27 BC: 1207 lb Conc. Load at 6.27,10.27 BC: 1201 lb Conc. Load at 8.27 BC: 1168 lb Conc. Load at 12.27,18.19 BC: 1185 lb Conc. Load at 14.27,16.27 BC: -87 lb Conc. Load at 22.27 BC: -111 lb Conc. Load at 24.27 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 2 12" 13 SPf(S) Standard 2 25.000' 1 12" 10 SPf(S) Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 7559 /-/-/-/4862 /- H 5741 /-/-/-/4201 /- Wind reactions based on MWFRS N Brg Width = 4.0 Min Req =- H Brg Width = 4.0 Min Req =- Bearings N & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 929 -1440 B - C 1955 -3146 C - D 1885 -3023 Chords Tens.Comp. D - E 1885 -3023 E - F 1915 -3030 F - G 765 -1087 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1325 -854 L - K 3165 -1968 Chords Tens.Comp. K - J 3057 -1931 J - I 1001 -704 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 2485 -3853 A - M 3546 -2285 B - M 1056 -1712 B - L 2831 -1712 L - C 326 -462 C - K 541 -863 D - K 2229 -1367 Webs Tens.Comp. K - E 458 -620 E - J 403 -682 J - F 3107 -1853 F - I 1214 -2035 I - G 2868 -2019 G - H 2191 -3111 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 32.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.139 K 999 360 VERT(CL):0.227 K 999 240 HORZ(LL):-0.050 B - - HORZ(TL):0.082 B - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.513 Max W eb CSI:0.880 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T199 Ply: 2 Qty:1 SEQN:16315 SPEC FROM: Cust: R 761 JRef:1WTP7610004 T69 DrwNo:080.20.1108.45550 JB /DF 03/20/2020 2 Complete Trusses Required W1 W4 W10 W13 BL1 BL2 25'4" 2'6"8 2'6"8 9'0"6 6'5"14 12'8" 3'7"10 16'3"10 3'7"10 22'11"8 6'7"14 25'4" 2'4"8 2'5" 2'5" 8'8"14 6'3"14 12'8" 3'11"2 16'7"2 3'11"2 23' 6'4"14 25'4" 2'4"6'8"66'9"37'9"19'3"424'0"12 A B C D E F G HIJKLMN 5 12 8X8 5X10 5X10 8X10 7X6 5X5 5X5 8X8 5X5 7X6 7X8 8X8 8X8 4X10 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W16 2x6 SP #2; W3,W14, W15 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1172 /-/-/673 /816 /74 J 1172 /-/-/672 /819 /- Wind reactions based on MWFRS S Brg Width = 4.0 Min Req =1.9 J Brg Width = 4.0 Min Req =1.9 Bearings S & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 962 -945 C - D 1174 -1102 D - E 1265 -1045 Chords Tens.Comp. E - F 1266 -1049 F - G 1168 -1097 G - H 954 -940 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - L 890 -825 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - B 1013 -1078 B - R 1075 -1000 R - C 906 -828 R - P 952 -892 P - E 308 -412 Webs Tens.Comp. E - L 314 -411 L - K 947 -882 G - K 884 -797 K - H 1047 -985 H - J 1142 -1225 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 32.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.048 O 999 360 VERT(CL):0.082 O 999 240 HORZ(LL):-0.020 B - - HORZ(TL):0.032 B - - Creep Factor: 2.0 Max TC CSI:0.764 Max BC CSI:0.598 Max W eb CSI:0.940 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T200 Ply: 1 Qty:1 SEQN:12838 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T77 DrwNo:079.20.1313.42348 AK /DF 03/19/2020 W1 W3 W14 W15 W16 25'4" 1'6" 1'6" 7'11"14 6'5"14 10'11"4 2'11"6 12'8" 1'8"12 14'4"12 1'8"12 17'4"2 2'11"6 24' 6'7"14 25'4" 1'4" 7'10"2 7'10"2 11'4"8 3'6"6 14'3" 2'10"8 17'5"14 3'2"14 25'4" 7'10"26'8"66'9"37'3"146"9'3"424'0"12 A B C D E F G H I JKLM N OPQRS 5 12 6X6 5X5 4X7 5X5 5X8 4X4 5X8 5X5 4X7 5X5 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W16 2x6 SP #2; W3,W14, W15 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1172 /-/-/673 /816 /74 J 1172 /-/-/672 /819 /- Wind reactions based on MWFRS S Brg Width = 4.0 Min Req =1.9 J Brg Width = 4.0 Min Req =1.9 Bearings S & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 962 -945 C - D 1174 -1102 D - E 1265 -1045 Chords Tens.Comp. E - F 1266 -1049 F - G 1168 -1097 G - H 954 -940 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - L 890 -825 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - B 1013 -1078 B - R 1075 -1000 R - C 906 -828 R - P 952 -892 P - E 308 -412 Webs Tens.Comp. E - L 314 -411 L - K 947 -882 G - K 884 -797 K - H 1047 -985 H - J 1142 -1225 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 32.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.048 O 999 360 VERT(CL):0.082 O 999 240 HORZ(LL):-0.020 B - - HORZ(TL):0.032 B - - Creep Factor: 2.0 Max TC CSI:0.764 Max BC CSI:0.598 Max W eb CSI:0.940 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T200 Ply: 1 Qty:1 SEQN:12838 /SPEC FROM: Cust: R 761 JRef:1WTP7610004 T77 DrwNo:079.20.1313.42348 AK /DF 03/19/2020 W1 W3 W14 W15 W16 25'4" 1'6" 1'6" 7'11"14 6'5"14 10'11"4 2'11"6 12'8" 1'8"12 14'4"12 1'8"12 17'4"2 2'11"6 24' 6'7"14 25'4" 1'4" 7'10"2 7'10"2 11'4"8 3'6"6 14'3" 2'10"8 17'5"14 3'2"14 25'4" 7'10"26'8"66'9"37'3"146"9'3"424'0"12 A B C D E F G H I JKLM N OPQRS 5 12 6X6 5X5 4X7 5X5 5X8 4X4 5X8 5X5 4X7 5X5 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W11 2x6 SP #2; W3, W10 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1172 /-/-/673 /820 /80 F 1172 /-/-/673 /820 /- Wind reactions based on MWFRS N Brg Width = 4.0 Min Req =1.9 F Brg Width = 4.0 Min Req =1.9 Bearings N & F Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 950 -992 B - C 1084 -1087 Chords Tens.Comp. C - D 1084 -1087 D - E 950 -992 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - J 1014 -974 Chords Tens.Comp. J - G 1014 -973 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 1037 -1114 A - L 1366 -1309 L - B 870 -804 C - J 385 -166 Webs Tens.Comp. D - G 870 -804 G - E 1366 -1309 E - F 1037 -1114 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.045 J 999 360 VERT(CL):0.077 J 999 240 HORZ(LL):-0.022 A - - HORZ(TL):0.037 A - - Creep Factor: 2.0 Max TC CSI:0.779 Max BC CSI:0.698 Max W eb CSI:0.743 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T201 Ply: 1 Qty:1 SEQN:12832 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T333 DrwNo:079.20.1313.36700 AK /DF 03/19/2020 W1 W3 W10 W11 25'4" 5'11"14 5'11"14 12'8" 6'8"2 19'4"2 6'8"2 25'4" 5'11"14 5'10"2 5'10"2 6'6"1 7"15 12'8" 6'1"15 19'4"2 6'8"2 25'4" 5'11"146'5"146"9'3"4(WB1)(WB1) 24'0"12 A B C D E FGH IJ KLMN 5 12 4X4 6X6 6X81.5X6(**) 5X5 5X5 3X8 5X5 6X81.5X6(**) 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W11 2x6 SP #2; W3, W10 2x4 SP 2250f-1.9E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1172 /-/-/673 /820 /80 F 1172 /-/-/673 /820 /- Wind reactions based on MWFRS N Brg Width = 4.0 Min Req =1.9 F Brg Width = 4.0 Min Req =1.9 Bearings N & F Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 950 -992 B - C 1084 -1087 Chords Tens.Comp. C - D 1084 -1087 D - E 950 -992 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - J 1014 -974 Chords Tens.Comp. J - G 1014 -973 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 1037 -1114 A - L 1366 -1309 L - B 870 -804 C - J 385 -166 Webs Tens.Comp. D - G 870 -804 G - E 1366 -1309 E - F 1037 -1114 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.045 J 999 360 VERT(CL):0.077 J 999 240 HORZ(LL):-0.022 A - - HORZ(TL):0.037 A - - Creep Factor: 2.0 Max TC CSI:0.779 Max BC CSI:0.698 Max W eb CSI:0.743 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T201 Ply: 1 Qty:1 SEQN:12832 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T333 DrwNo:079.20.1313.36700 AK /DF 03/19/2020 W1 W3 W10 W11 25'4" 5'11"14 5'11"14 12'8" 6'8"2 19'4"2 6'8"2 25'4" 5'11"14 5'10"2 5'10"2 6'6"1 7"15 12'8" 6'1"15 19'4"2 6'8"2 25'4" 5'11"146'5"146"9'3"4(WB1)(WB1) 24'0"12 A B C D E FGH IJ KLMN 5 12 4X4 6X6 6X81.5X6(**) 5X5 5X5 3X8 5X5 6X81.5X6(**) 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W17 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1172 /-/-/678 /815 /104 H 1172 /-/-/678 /815 /- Wind reactions based on MWFRS V Brg Width = 4.0 Min Req =1.9 H Brg Width = 4.0 Min Req =1.9 Bearings V & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 796 -830 B - C 1227 -1255 C - D 1193 -1087 Chords Tens.Comp. D - E 1193 -1087 E - F 1226 -1255 F - G 796 -830 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - O 1107 -1015 Chords Tens.Comp. O - L 1107 -1014 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - V 1060 -1132 A - T 1310 -1257 T - B 1053 -1018 T - Q 812 -786 C - O 376 -287 D - O 504 -530 Webs Tens.Comp. O - E 375 -287 L - I 811 -784 F - I 1053 -1018 I - G 1310 -1256 G - H 1060 -1132 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.052 P 999 360 VERT(CL):0.085 O 999 240 HORZ(LL):-0.029 H - - HORZ(TL):0.051 H - - Creep Factor: 2.0 Max TC CSI:0.385 Max BC CSI:0.385 Max W eb CSI:0.757 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T202 Ply: 1 Qty:1 SEQN:12829 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T339 DrwNo:079.20.1313.29960 AK /DF 03/19/2020 W1 W17 25'4" 3'11"14 3'11"14 8'6"14 4'7" 12'8" 4'1"2 16'9"3 4'1"3 21'4"2 4'7" 25'4" 3'11"14 3'10"2 3'10"2 4'9"3 11"1 8'5"2 3'7"15 9'2"1 9" 12'8" 3'5"15 16'9"3 4'1"3 21'4"2 4'7" 25'4" 3'11"145'7"146"1'9'3"424'0"12 A B C D E F G HIJ KLM NO PQR STUV 5 12 4X4 6X6 6X8 5X5 5X8 3X4 4X4 3X8 3X4 5X8 5X5 6X8 4X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W17 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1172 /-/-/678 /815 /104 H 1172 /-/-/678 /815 /- Wind reactions based on MWFRS V Brg Width = 4.0 Min Req =1.9 H Brg Width = 4.0 Min Req =1.9 Bearings V & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 796 -830 B - C 1227 -1255 C - D 1193 -1087 Chords Tens.Comp. D - E 1193 -1087 E - F 1226 -1255 F - G 796 -830 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - O 1107 -1015 Chords Tens.Comp. O - L 1107 -1014 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - V 1060 -1132 A - T 1310 -1257 T - B 1053 -1018 T - Q 812 -786 C - O 376 -287 D - O 504 -530 Webs Tens.Comp. O - E 375 -287 L - I 811 -784 F - I 1053 -1018 I - G 1310 -1256 G - H 1060 -1132 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.052 P 999 360 VERT(CL):0.085 O 999 240 HORZ(LL):-0.029 H - - HORZ(TL):0.051 H - - Creep Factor: 2.0 Max TC CSI:0.385 Max BC CSI:0.385 Max W eb CSI:0.757 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T202 Ply: 1 Qty:1 SEQN:12829 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T339 DrwNo:079.20.1313.29960 AK /DF 03/19/2020 W1 W17 25'4" 3'11"14 3'11"14 8'6"14 4'7" 12'8" 4'1"2 16'9"3 4'1"3 21'4"2 4'7" 25'4" 3'11"14 3'10"2 3'10"2 4'9"3 11"1 8'5"2 3'7"15 9'2"1 9" 12'8" 3'5"15 16'9"3 4'1"3 21'4"2 4'7" 25'4" 3'11"145'7"146"1'9'3"424'0"12 A B C D E F G HIJ KLM NO PQR STUV 5 12 4X4 6X6 6X8 5X5 5X8 3X4 4X4 3X8 3X4 5X8 5X5 6X8 4X4 6X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W23 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AJ 1172 /-/-/683 /811 /128 J 1172 /-/-/683 /811 /- Wind reactions based on MWFRS AJ Brg Width = 4.0 Min Req =1.9 J Brg Width = 4.0 Min Req =1.9 Bearings AJ & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 406 -423 B - C 1486 -1568 C - D 1463 -1444 D - E 1342 -1223 Chords Tens.Comp. E - F 1342 -1223 F - G 1463 -1444 G - H 1486 -1568 H - I 406 -423 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AD-AB 1401 -1263 AB- Z 1410 -1274 Z - X 1279 -1086 X - W 1261 -1078 Chords Tens.Comp. W -V 1261 -1080 V - T 1279 -1088 T - R 1410 -1272 R - N 1400 -1261 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AJ 1109 -1189 A -AI 1205 -1158 AI-AH 1031 -1017 AH- B 1281 -1261 AH-AD 581 -565 B -AD 952 -817 D - W 395 -364 E - W 653 -678 Webs Tens.Comp. W -F 396 -364 N - H 952 -816 N - L 581 -563 H - L 1281 -1261 L - K 1031 -1017 K - I 1205 -1158 I - J 1109 -1189 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.086 Y 999 360 VERT(CL):0.148 Y 999 240 HORZ(LL):-0.136 M - - HORZ(TL):0.240 M - - Creep Factor: 2.0 Max TC CSI:0.358 Max BC CSI:0.484 Max W eb CSI:0.842 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T203 Ply: 1 Qty:1 SEQN:12822 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T105 DrwNo:079.20.1313.37168 AK /DF 03/19/2020 W1 W23 25'4" 5'11"4 1'9"8 1'7"8 (TYP) 6'7"8 1'9"8 1'11"14 1'11"14 6'1" 4'1"2 9'4"4 3'3"4 12'8" 3'3"12 15'11"12 3'3"12 19'3" 3'3"4 23'4"2 4'1"2 25'4" 1'11"14 1'8"6 1'8"6 1'11"14 3"8 3'3"2 1'3"4 6'8"11 3'5"9 7'10"8 1'1"13 9'0"12 1'2"4 12'8" 3'7"4 15'11"12 3'3"12 16'3"4 3"8 19'3" 2'11"12 23'4"2 4'1"2 25'4" 1'11"144'9"146"1'2'2"9'3"424'0"12 A B C D E F G H I J K L M N O P Q R S T U VWX Y Z AAAB ACAD AE AFAGAHAIAJ 5 12 4X4 1.5X6 4X44X4 5X5(SRS) 5X83X3 3X4 3X4 3X4 4X4 3X8 3X4 3X4 3X4 5X83X3 5X5(SRS) 4X44X4 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W23 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AJ 1172 /-/-/683 /811 /128 J 1172 /-/-/683 /811 /- Wind reactions based on MWFRS AJ Brg Width = 4.0 Min Req =1.9 J Brg Width = 4.0 Min Req =1.9 Bearings AJ & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 406 -423 B - C 1486 -1568 C - D 1463 -1444 D - E 1342 -1223 Chords Tens.Comp. E - F 1342 -1223 F - G 1463 -1444 G - H 1486 -1568 H - I 406 -423 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AD-AB 1401 -1263 AB- Z 1410 -1274 Z - X 1279 -1086 X - W 1261 -1078 Chords Tens.Comp. W -V 1261 -1080 V - T 1279 -1088 T - R 1410 -1272 R - N 1400 -1261 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AJ 1109 -1189 A -AI 1205 -1158 AI-AH 1031 -1017 AH- B 1281 -1261 AH-AD 581 -565 B -AD 952 -817 D - W 395 -364 E - W 653 -678 Webs Tens.Comp. W -F 396 -364 N - H 952 -816 N - L 581 -563 H - L 1281 -1261 L - K 1031 -1017 K - I 1205 -1158 I - J 1109 -1189 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.086 Y 999 360 VERT(CL):0.148 Y 999 240 HORZ(LL):-0.136 M - - HORZ(TL):0.240 M - - Creep Factor: 2.0 Max TC CSI:0.358 Max BC CSI:0.484 Max W eb CSI:0.842 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T203 Ply: 1 Qty:1 SEQN:12822 /MONO FROM: Cust: R 761 JRef:1WTP7610004 T105 DrwNo:079.20.1313.37168 AK /DF 03/19/2020 W1 W23 25'4" 5'11"4 1'9"8 1'7"8 (TYP) 6'7"8 1'9"8 1'11"14 1'11"14 6'1" 4'1"2 9'4"4 3'3"4 12'8" 3'3"12 15'11"12 3'3"12 19'3" 3'3"4 23'4"2 4'1"2 25'4" 1'11"14 1'8"6 1'8"6 1'11"14 3"8 3'3"2 1'3"4 6'8"11 3'5"9 7'10"8 1'1"13 9'0"12 1'2"4 12'8" 3'7"4 15'11"12 3'3"12 16'3"4 3"8 19'3" 2'11"12 23'4"2 4'1"2 25'4" 1'11"144'9"146"1'2'2"9'3"424'0"12 A B C D E F G H I J K L M N O P Q R S T U VWX Y Z AAAB ACAD AE AFAGAHAIAJ 5 12 4X4 1.5X6 4X44X4 5X5(SRS) 5X83X3 3X4 3X4 3X4 4X4 3X8 3X4 3X4 3X4 5X83X3 5X5(SRS) 4X44X4 4X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W23 2x6 SP #2; Plating Notes All plates are 5X8 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF 1357 /-/-/748 /925 /482 AG 1357 /-/-/748 /925 /- Wind reactions based on MWFRS AF Brg Width = 4.0 Min Req =2.2 AG Brg Width = 4.0 Min Req =2.2 Bearings AF & AG Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 790 -632 C - D 1206 -1131 D - E 1424 -1345 E - F 1261 -1168 Chords Tens.Comp. F - G 1304 -1167 G - H 1365 -1345 H - I 1077 -1131 I - J 691 -632 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - V 1214 -1279 Chords Tens.Comp. V - S 1214 -1151 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AF 1199 -1314 B -AD 995 -778 AF-AD 547 -458 AD- C 715 -863 AD-AA 686 -830 C -AA 693 -537 AA- D 464 -550 AA- X 994 -1139 E - V 488 -310 Webs Tens.Comp. F - V 511 -531 V - G 396 -297 S - P 994 -961 H - P 526 -549 P - I 693 -605 P - M 531 -559 I - M 788 -863 M - J 995 -872 L - J 1367 -1314 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.049 V 999 360 VERT(CL):0.086 V 999 240 HORZ(LL):-0.033 L - - HORZ(TL):0.069 L - - Creep Factor: 2.0 Max TC CSI:0.411 Max BC CSI:0.470 Max W eb CSI:0.516 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T204 Ply: 1 Qty:2 SEQN:12801 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T78 DrwNo:079.20.1313.40382 AK /DF 03/19/2020 W1 W23 3"4 25'4"3"4 2'3"10 2'3"10 5'3"1 2'11"7 8'3"6 3'0"6 12'11"4 4'7"14 17'7"1 4'7"13 20'7"7 3'0"6 23'6"14 2'11"7 25'10"8 2'3"10 2'5"10 2'5"10 5'5"1 2'11"7 8'5"6 3'0"6 12'9"12 4'4"6 17'5"9 4'7"13 20'5"15 3'0"6 23'5"6 2'11"7 25'7"8 2'2"21'8"12 1'8"123'11"36"1'1'6"9'3"424'0"12 A B C D E F G H I J K L M NOPQRSTUV WXY ZAA ABACAD AE AF AG 5 12 3X8 6X6 1.5X4 3X4 1.5X4 3X4 1.5X4 3X4 4X4 3X8 3X4 1.5X4 3X4 1.5X4 3X4 1.5X4 6X6 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W23 2x6 SP #2; Plating Notes All plates are 5X8 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF 1357 /-/-/748 /925 /482 AG 1357 /-/-/748 /925 /- Wind reactions based on MWFRS AF Brg Width = 4.0 Min Req =2.2 AG Brg Width = 4.0 Min Req =2.2 Bearings AF & AG Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 790 -632 C - D 1206 -1131 D - E 1424 -1345 E - F 1261 -1168 Chords Tens.Comp. F - G 1304 -1167 G - H 1365 -1345 H - I 1077 -1131 I - J 691 -632 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - V 1214 -1279 Chords Tens.Comp. V - S 1214 -1151 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AF 1199 -1314 B -AD 995 -778 AF-AD 547 -458 AD- C 715 -863 AD-AA 686 -830 C -AA 693 -537 AA- D 464 -550 AA- X 994 -1139 E - V 488 -310 Webs Tens.Comp. F - V 511 -531 V - G 396 -297 S - P 994 -961 H - P 526 -549 P - I 693 -605 P - M 531 -559 I - M 788 -863 M - J 995 -872 L - J 1367 -1314 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.049 V 999 360 VERT(CL):0.086 V 999 240 HORZ(LL):-0.033 L - - HORZ(TL):0.069 L - - Creep Factor: 2.0 Max TC CSI:0.411 Max BC CSI:0.470 Max W eb CSI:0.516 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T204 Ply: 1 Qty:2 SEQN:12801 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T78 DrwNo:079.20.1313.40382 AK /DF 03/19/2020 W1 W23 3"4 25'4"3"4 2'3"10 2'3"10 5'3"1 2'11"7 8'3"6 3'0"6 12'11"4 4'7"14 17'7"1 4'7"13 20'7"7 3'0"6 23'6"14 2'11"7 25'10"8 2'3"10 2'5"10 2'5"10 5'5"1 2'11"7 8'5"6 3'0"6 12'9"12 4'4"6 17'5"9 4'7"13 20'5"15 3'0"6 23'5"6 2'11"7 25'7"8 2'2"21'8"12 1'8"123'11"36"1'1'6"9'3"424'0"12 A B C D E F G H I J K L M NOPQRSTUV WXY ZAA ABACAD AE AF AG 5 12 3X8 6X6 1.5X4 3X4 1.5X4 3X4 1.5X4 3X4 4X4 3X8 3X4 1.5X4 3X4 1.5X4 3X4 1.5X4 6X6 3X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W23 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AN 1357 /-/-/753 /922 /463 AO 1360 /-/-/758 /928 /- Wind reactions based on MWFRS AN Brg Width = 4.0 Min Req =2.2 AO Brg Width = 4.0 Min Req =2.2 Bearings AN & AO Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1138 -976 C - D 1398 -1355 D - E 1585 -1356 Chords Tens.Comp. E - F 1488 -1356 F - G 1332 -1355 G - H 888 -974 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AN-AL 604 -524 AM-AJ 424 -409 AJ-AH 478 -438 AH-AF 528 -477 Chords Tens.Comp. AF-AD 954 -1131 AD-AA 931 -1090 U - T 865 -817 T - R 891 -848 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AM 1115 -1173 B -AF 1052 -882 AN-AM 1156 -1143 AM-AL 403 -382 AL-AK 440 -257 AJ-AK 393 -216 AF- C 689 -636 C -AA 376 -390 D -AA 458 -344 AA- E 413 -621 Webs Tens.Comp. AA- Y 798 -676 E - U 402 -467 Y - U 799 -705 U - F 456 -353 U - G 418 -302 G - R 601 -639 R - H 1013 -803 K - H 1195 -1151 K - J 1097 -1079 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.068 F 999 360 VERT(CL):0.111 F 999 240 HORZ(LL):-0.043 J - - HORZ(TL):0.053 J - - Creep Factor: 2.0 Max TC CSI:0.492 Max BC CSI:0.740 Max W eb CSI:0.768 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T205 Ply: 1 Qty:1 SEQN:12810 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T74 DrwNo:079.20.1313.29945 AK /DF 03/19/2020 W1 W23 3"4 25'4"3"4 3'8"15 3'8"15 8'1"10 4'4"11 12'11"4 4'9"10 17'8"13 4'9"9 22'1"9 4'4"12 25'10"8 3'8"15 2'0"6 2'0"6 2'5"10 5"4 3'3"12 10"2 5'3"5 1'11"9 7'10"6 2'7"2 8'5"6 7" 12'9"12 4'4"6 17'5"9 4'7"13 20'5"15 3'0"6 22'3"9 1'9"10 22'5"8 1"15 23'5"6 11"14 25'3"8 1'10"2 25'9" 5"8 1'8"12 1'8"123'11"33'10"91'8"6"1'1'6"9'3"424'0"12 A B C D E F G H I J K L M NO P Q R ST U V WXY Z AA AB AC AD AEAF AG AH AIAJ AK ALAMAN AO 5 12 3X8 2X65X5 4X43X3 3X4 3X4 8X8(**)3X3 4X7 3X8 8X8(**)3X3 3X4 3X4 3X34X4 5X5 3X8 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W23 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AN 1357 /-/-/753 /922 /463 AO 1360 /-/-/758 /928 /- Wind reactions based on MWFRS AN Brg Width = 4.0 Min Req =2.2 AO Brg Width = 4.0 Min Req =2.2 Bearings AN & AO Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1138 -976 C - D 1398 -1355 D - E 1585 -1356 Chords Tens.Comp. E - F 1488 -1356 F - G 1332 -1355 G - H 888 -974 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AN-AL 604 -524 AM-AJ 424 -409 AJ-AH 478 -438 AH-AF 528 -477 Chords Tens.Comp. AF-AD 954 -1131 AD-AA 931 -1090 U - T 865 -817 T - R 891 -848 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AM 1115 -1173 B -AF 1052 -882 AN-AM 1156 -1143 AM-AL 403 -382 AL-AK 440 -257 AJ-AK 393 -216 AF- C 689 -636 C -AA 376 -390 D -AA 458 -344 AA- E 413 -621 Webs Tens.Comp. AA- Y 798 -676 E - U 402 -467 Y - U 799 -705 U - F 456 -353 U - G 418 -302 G - R 601 -639 R - H 1013 -803 K - H 1195 -1151 K - J 1097 -1079 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.068 F 999 360 VERT(CL):0.111 F 999 240 HORZ(LL):-0.043 J - - HORZ(TL):0.053 J - - Creep Factor: 2.0 Max TC CSI:0.492 Max BC CSI:0.740 Max W eb CSI:0.768 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T205 Ply: 1 Qty:1 SEQN:12810 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T74 DrwNo:079.20.1313.29945 AK /DF 03/19/2020 W1 W23 3"4 25'4"3"4 3'8"15 3'8"15 8'1"10 4'4"11 12'11"4 4'9"10 17'8"13 4'9"9 22'1"9 4'4"12 25'10"8 3'8"15 2'0"6 2'0"6 2'5"10 5"4 3'3"12 10"2 5'3"5 1'11"9 7'10"6 2'7"2 8'5"6 7" 12'9"12 4'4"6 17'5"9 4'7"13 20'5"15 3'0"6 22'3"9 1'9"10 22'5"8 1"15 23'5"6 11"14 25'3"8 1'10"2 25'9" 5"8 1'8"12 1'8"123'11"33'10"91'8"6"1'1'6"9'3"424'0"12 A B C D E F G H I J K L M NO P Q R ST U V WXY Z AA AB AC AD AEAF AG AH AIAJ AK ALAMAN AO 5 12 3X8 2X65X5 4X43X3 3X4 3X4 8X8(**)3X3 4X7 3X8 8X8(**)3X3 3X4 3X4 3X34X4 5X5 3X8 2X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W23 2x6 SP #2; Plating Notes All plates are 5X8 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF 1357 /-/-/748 /925 /482 AG 1357 /-/-/748 /925 /- Wind reactions based on MWFRS AF Brg Width = 4.0 Min Req =2.2 AG Brg Width = 4.0 Min Req =2.2 Bearings AF & AG Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 792 -637 C - D 1252 -1214 D - E 1387 -1313 E - F 1292 -1130 Chords Tens.Comp. F - G 1323 -1130 G - H 1370 -1313 H - I 1154 -1213 I - J 693 -637 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - V 1161 -1178 Chords Tens.Comp. V - S 1161 -1095 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AF 1199 -1319 B -AD 1011 -790 AF-AD 548 -454 AD- C 730 -841 AD-AA 685 -828 C -AA 673 -537 AA- D 398 -429 AA- X 1040 -1153 E - V 558 -373 Webs Tens.Comp. F - V 641 -736 V - G 469 -373 S - P 1040 -1004 H - P 433 -429 P - I 673 -585 P - M 535 -560 I - M 778 -841 M - J 1011 -885 L - J 1367 -1319 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.051 W 999 360 VERT(CL):0.086 Y 999 240 HORZ(LL):-0.031 L - - HORZ(TL):0.063 L - - Creep Factor: 2.0 Max TC CSI:0.384 Max BC CSI:0.302 Max W eb CSI:0.716 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T206 Ply: 1 Qty:1 SEQN:12805 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T72 DrwNo:079.20.1313.42629 AK /DF 03/19/2020 W1 W23 3"4 25'4"3"4 2'3"10 2'3"10 6'2"13 3'11"3 10'1"10 3'10"13 12'11"4 2'9"10 15'8"14 2'9"10 19'7"11 3'10"13 23'6"14 3'11"3 25'10"8 2'3"10 2'0"6 2'0"6 3'1"2 1'0"12 6'4"13 3'3"11 10'3"10 3'10"13 12'9"12 2'6"2 15'7"6 2'9"10 19'6"3 3'10"13 23'5"6 3'11"3 25'7"8 2'2"21'8"12 1'8"123'11"36"1'1'6"9'3"424'0"12 A B C D E F G H I J K LMNOPQRSTUV WXY ZAA ABACAD AE AF AG 5 12 4X6 6X6 1.5X4 3X4 1.5X4 3X4 1.5X4 3X4 4X4 3X8 3X4 1.5X4 3X4 1.5X4 3X4 1.5X4 6X6 4X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W23 2x6 SP #2; Plating Notes All plates are 5X8 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF 1357 /-/-/748 /925 /482 AG 1357 /-/-/748 /925 /- Wind reactions based on MWFRS AF Brg Width = 4.0 Min Req =2.2 AG Brg Width = 4.0 Min Req =2.2 Bearings AF & AG Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 792 -637 C - D 1252 -1214 D - E 1387 -1313 E - F 1292 -1130 Chords Tens.Comp. F - G 1323 -1130 G - H 1370 -1313 H - I 1154 -1213 I - J 693 -637 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - V 1161 -1178 Chords Tens.Comp. V - S 1161 -1095 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AF 1199 -1319 B -AD 1011 -790 AF-AD 548 -454 AD- C 730 -841 AD-AA 685 -828 C -AA 673 -537 AA- D 398 -429 AA- X 1040 -1153 E - V 558 -373 Webs Tens.Comp. F - V 641 -736 V - G 469 -373 S - P 1040 -1004 H - P 433 -429 P - I 673 -585 P - M 535 -560 I - M 778 -841 M - J 1011 -885 L - J 1367 -1319 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.051 W 999 360 VERT(CL):0.086 Y 999 240 HORZ(LL):-0.031 L - - HORZ(TL):0.063 L - - Creep Factor: 2.0 Max TC CSI:0.384 Max BC CSI:0.302 Max W eb CSI:0.716 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T206 Ply: 1 Qty:1 SEQN:12805 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T72 DrwNo:079.20.1313.42629 AK /DF 03/19/2020 W1 W23 3"4 25'4"3"4 2'3"10 2'3"10 6'2"13 3'11"3 10'1"10 3'10"13 12'11"4 2'9"10 15'8"14 2'9"10 19'7"11 3'10"13 23'6"14 3'11"3 25'10"8 2'3"10 2'0"6 2'0"6 3'1"2 1'0"12 6'4"13 3'3"11 10'3"10 3'10"13 12'9"12 2'6"2 15'7"6 2'9"10 19'6"3 3'10"13 23'5"6 3'11"3 25'7"8 2'2"21'8"12 1'8"123'11"36"1'1'6"9'3"424'0"12 A B C D E F G H I J K LMNOPQRSTUV WXY ZAA ABACAD AE AF AG 5 12 4X6 6X6 1.5X4 3X4 1.5X4 3X4 1.5X4 3X4 4X4 3X8 3X4 1.5X4 3X4 1.5X4 3X4 1.5X4 6X6 4X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W17 2x6 SP #2; Plating Notes All plates are 5X8 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1360 /-/-/739 /928 /482 Y 1360 /-/-/739 /928 /- Wind reactions based on MWFRS X Brg Width = 7.3 Min Req =2.2 Y Brg Width = 7.3 Min Req =2.2 Bearings X & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 982 -931 C - D 1298 -1252 D - E 1192 -1109 Chords Tens.Comp. E - F 1237 -1109 F - G 1238 -1252 G - H 896 -930 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - Q 1117 -1187 Chords Tens.Comp. Q - N 1117 -1061 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - X 1271 -1311 B - V 1070 -829 X - V 522 -438 V - C 609 -687 V - S 781 -972 C - S 425 -312 D - Q 429 -267 Webs Tens.Comp. E - Q 463 -452 N - G 425 -358 N - K 781 -773 G - K 658 -688 K - H 1070 -935 J - H 1366 -1311 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.044 Q 999 360 VERT(CL):0.075 Q 999 240 HORZ(LL):-0.023 J - - HORZ(TL):0.049 J - - Creep Factor: 2.0 Max TC CSI:0.443 Max BC CSI:0.502 Max W eb CSI:0.502 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T208 Ply: 1 Qty:1 SEQN:12797 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T79 DrwNo:079.20.1313.41505 AK /DF 03/19/2020 W1 W17 25'10"8 3'11"4 3'11"4 7'10"10 3'11"6 12'11"4 5'0"10 17'11"14 5'0"10 21'11"4 3'11"6 25'10"8 3'11"4 1"8 1"8 4'2"12 4'1"4 8'2"2 3'11"6 12'11"4 4'9"2 17'11"14 5'0"10 21'11"4 3'11"6 25'9" 3'9"12 25'10"8 1"8 1'8"12 1'8"123'10"96"1'9'3"424'0"12 A B C D E F G H I JKLM N OPQ RST UVWX Y 5 12 3X8 6X6 1.5X4 3X4 1.5X4 3X4 4X4 3X8 3X4 1.5X4 3X4 1.5X4 6X6 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W17 2x6 SP #2; Plating Notes All plates are 5X8 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1360 /-/-/739 /928 /482 Y 1360 /-/-/739 /928 /- Wind reactions based on MWFRS X Brg Width = 7.3 Min Req =2.2 Y Brg Width = 7.3 Min Req =2.2 Bearings X & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 982 -931 C - D 1298 -1252 D - E 1192 -1109 Chords Tens.Comp. E - F 1237 -1109 F - G 1238 -1252 G - H 896 -930 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - Q 1117 -1187 Chords Tens.Comp. Q - N 1117 -1061 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - X 1271 -1311 B - V 1070 -829 X - V 522 -438 V - C 609 -687 V - S 781 -972 C - S 425 -312 D - Q 429 -267 Webs Tens.Comp. E - Q 463 -452 N - G 425 -358 N - K 781 -773 G - K 658 -688 K - H 1070 -935 J - H 1366 -1311 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.044 Q 999 360 VERT(CL):0.075 Q 999 240 HORZ(LL):-0.023 J - - HORZ(TL):0.049 J - - Creep Factor: 2.0 Max TC CSI:0.443 Max BC CSI:0.502 Max W eb CSI:0.502 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T208 Ply: 1 Qty:1 SEQN:12797 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T79 DrwNo:079.20.1313.41505 AK /DF 03/19/2020 W1 W17 25'10"8 3'11"4 3'11"4 7'10"10 3'11"6 12'11"4 5'0"10 17'11"14 5'0"10 21'11"4 3'11"6 25'10"8 3'11"4 1"8 1"8 4'2"12 4'1"4 8'2"2 3'11"6 12'11"4 4'9"2 17'11"14 5'0"10 21'11"4 3'11"6 25'9" 3'9"12 25'10"8 1"8 1'8"12 1'8"123'10"96"1'9'3"424'0"12 A B C D E F G H I JKLM N OPQ RST UVWX Y 5 12 3X8 6X6 1.5X4 3X4 1.5X4 3X4 4X4 3X8 3X4 1.5X4 3X4 1.5X4 6X6 3X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W11 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1360 /-/-/739 /928 /482 Q 1360 /-/-/739 /928 /- Wind reactions based on MWFRS P Brg Width = 7.3 Min Req =2.2 Q Brg Width = 7.3 Min Req =2.2 Bearings P & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1130 -1139 C - D 1132 -1109 Chords Tens.Comp. D - E 1170 -1109 E - F 1050 -1139 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - L 998 -1136 Chords Tens.Comp. L - I 998 -964 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 1295 -1297 B - N 1158 -925 P - N 513 -416 N - C 488 -413 Webs Tens.Comp. E - I 442 -413 I - F 1158 -1013 H - F 1364 -1297 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 L 999 360 VERT(CL):0.068 L 999 240 HORZ(LL):-0.017 C - - HORZ(TL):0.036 H - - Creep Factor: 2.0 Max TC CSI:0.827 Max BC CSI:0.813 Max W eb CSI:0.621 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T209 Ply: 1 Qty:1 SEQN:12792 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T14 DrwNo:079.20.1313.39476 AK /DF 03/19/2020 W1 W11 25'10"8 5'7"1 5'7"1 12'11"4 7'4"3 20'3"7 7'4"3 25'10"8 5'7"1 1"8 1"8 5'10"9 5'9"1 12'11"4 7'0"11 20'3"7 7'4"3 25'9" 5'5"9 25'10"8 1"8 1'8"12 1'8"123'10"96"9'3"4(WB1)(WB1) 24'0"12 A B C D E F G HIJKL MNOP Q 5 12 3X6 6X6 6X81.5X4 3X4 6X6 3X8 3X4 6X81.5X4 6X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W11 2x6 SP #2; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1360 /-/-/739 /928 /482 Q 1360 /-/-/739 /928 /- Wind reactions based on MWFRS P Brg Width = 7.3 Min Req =2.2 Q Brg Width = 7.3 Min Req =2.2 Bearings P & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1130 -1139 C - D 1132 -1109 Chords Tens.Comp. D - E 1170 -1109 E - F 1050 -1139 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - L 998 -1136 Chords Tens.Comp. L - I 998 -964 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 1295 -1297 B - N 1158 -925 P - N 513 -416 N - C 488 -413 Webs Tens.Comp. E - I 442 -413 I - F 1158 -1013 H - F 1364 -1297 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 L 999 360 VERT(CL):0.068 L 999 240 HORZ(LL):-0.017 C - - HORZ(TL):0.036 H - - Creep Factor: 2.0 Max TC CSI:0.827 Max BC CSI:0.813 Max W eb CSI:0.621 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T209 Ply: 1 Qty:1 SEQN:12792 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T14 DrwNo:079.20.1313.39476 AK /DF 03/19/2020 W1 W11 25'10"8 5'7"1 5'7"1 12'11"4 7'4"3 20'3"7 7'4"3 25'10"8 5'7"1 1"8 1"8 5'10"9 5'9"1 12'11"4 7'0"11 20'3"7 7'4"3 25'9" 5'5"9 25'10"8 1"8 1'8"12 1'8"123'10"96"9'3"4(WB1)(WB1) 24'0"12 A B C D E F G HIJKL MNOP Q 5 12 3X6 6X6 6X81.5X4 3X4 6X6 3X8 3X4 6X81.5X4 6X6 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W15 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1360 /-/-/739 /928 /482 U 1360 /-/-/739 /928 /- Wind reactions based on MWFRS T Brg Width = 7.3 Min Req =2.2 U Brg Width = 7.3 Min Req =2.2 Bearings T & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 900 -901 C - D 1196 -1155 D - E 1149 -1028 Chords Tens.Comp. E - F 1187 -1028 F - G 1166 -1155 G - H 900 -901 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 522 -447 Q - O 1017 -1059 Chords Tens.Comp. O - L 1017 -963 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - T 1360 -1322 B - S 1050 -893 S - C 586 -675 S - Q 744 -886 D - O 405 -239 Webs Tens.Comp. E - O 452 -496 L - K 744 -725 G - K 667 -675 K - H 1050 -895 J - H 1358 -1322 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 O 999 360 VERT(CL):0.068 O 999 240 HORZ(LL):-0.016 C - - HORZ(TL):0.032 K - - Creep Factor: 2.0 Max TC CSI:0.418 Max BC CSI:0.388 Max W eb CSI:0.624 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T210 Ply: 1 Qty:1 SEQN:12789 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T343 DrwNo:079.20.1313.29664 AK /DF 03/19/2020 W1 W15 25'10"8 4'6"4 4'6"4 8'9"1 4'2"12 12'11"4 4'2"3 17'1"7 4'2"3 21'4"4 4'2"12 25'10"8 4'6"4 1"8 1"8 4'4"8 4'3" 9'0"9 4'8" 12'11"4 3'10"11 17'1"7 4'2"3 21'6" 4'4"8 25'9" 4'3" 25'10"8 1"8 1'8"12 1'8"123'10"96"9'3"424'0"12 A B C D E F G H I JKLMNO PQRST U 5 12 3X8 2X6 3X8 3X4 5X81.5X4 3X4 4X4 3X8 3X4 5X81.5X4 3X4 3X8 2X6 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W15 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1360 /-/-/739 /928 /482 U 1360 /-/-/739 /928 /- Wind reactions based on MWFRS T Brg Width = 7.3 Min Req =2.2 U Brg Width = 7.3 Min Req =2.2 Bearings T & J Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 900 -901 C - D 1196 -1155 D - E 1149 -1028 Chords Tens.Comp. E - F 1187 -1028 F - G 1166 -1155 G - H 900 -901 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 522 -447 Q - O 1017 -1059 Chords Tens.Comp. O - L 1017 -963 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - T 1360 -1322 B - S 1050 -893 S - C 586 -675 S - Q 744 -886 D - O 405 -239 Webs Tens.Comp. E - O 452 -496 L - K 744 -725 G - K 667 -675 K - H 1050 -895 J - H 1358 -1322 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 O 999 360 VERT(CL):0.068 O 999 240 HORZ(LL):-0.016 C - - HORZ(TL):0.032 K - - Creep Factor: 2.0 Max TC CSI:0.418 Max BC CSI:0.388 Max W eb CSI:0.624 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T210 Ply: 1 Qty:1 SEQN:12789 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T343 DrwNo:079.20.1313.29664 AK /DF 03/19/2020 W1 W15 25'10"8 4'6"4 4'6"4 8'9"1 4'2"12 12'11"4 4'2"3 17'1"7 4'2"3 21'4"4 4'2"12 25'10"8 4'6"4 1"8 1"8 4'4"8 4'3" 9'0"9 4'8" 12'11"4 3'10"11 17'1"7 4'2"3 21'6" 4'4"8 25'9" 4'3" 25'10"8 1"8 1'8"12 1'8"123'10"96"9'3"424'0"12 A B C D E F G H I JKLMNO PQRST U 5 12 3X8 2X6 3X8 3X4 5X81.5X4 3X4 4X4 3X8 3X4 5X81.5X4 3X4 3X8 2X6 3X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W9 2x6 SP #2; W4, W6 2x4 SP 2700f-2.2E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1452 /-/-/738 /924 /481 M 1451 /-/-/738 /924 /- Wind reactions based on MWFRS L Brg Width = 7.3 Min Req =2.3 M Brg Width = 7.3 Min Req =2.3 Bearings L & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1027 -1196 C - D 1124 -1113 Chords Tens.Comp. D - E 1124 -1113 E - F 1027 -1195 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 504 -436 K - J 1035 -1020 Chords Tens.Comp. J - I 1033 -894 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 1350 -1400 B - K 1190 -908 K - C 460 -365 Webs Tens.Comp. E - I 461 -367 I - F 1189 -909 H - F 1348 -1399 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.040 J 999 360 VERT(CL):0.070 J 999 240 HORZ(LL):-0.012 C - - HORZ(TL):0.022 I - - Creep Factor: 2.0 Max TC CSI:0.700 Max BC CSI:0.543 Max W eb CSI:0.833 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T211 Ply: 1 Qty:2 SEQN:12786 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T76 DrwNo:079.20.1313.35654 AK /DF 03/19/2020 W1 W4 W6 W9 25'10"8 6'9"4 6'9"4 12'11"4 6'2" 19'1"4 6'2" 25'10"8 6'9"4 1"8 1"8 6'5"12 6'4"4 12'11"4 6'5"8 19'4"12 6'5"8 25'9" 6'4"4 25'10"8 1"8 1'8"12 1'8"123'10"99'3"4(WB1)(WB1) 24'0"12 A B C D E F G HIJKL M 5 12 3X8 2X6 3X5 3X4 4X5 5X8 3X4 3X5 2X6 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W9 2x6 SP #2; W4, W6 2x4 SP 2700f-2.2E; Bracing WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1452 /-/-/738 /924 /481 M 1451 /-/-/738 /924 /- Wind reactions based on MWFRS L Brg Width = 7.3 Min Req =2.3 M Brg Width = 7.3 Min Req =2.3 Bearings L & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1027 -1196 C - D 1124 -1113 Chords Tens.Comp. D - E 1124 -1113 E - F 1027 -1195 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 504 -436 K - J 1035 -1020 Chords Tens.Comp. J - I 1033 -894 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 1350 -1400 B - K 1190 -908 K - C 460 -365 Webs Tens.Comp. E - I 461 -367 I - F 1189 -909 H - F 1348 -1399 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.040 J 999 360 VERT(CL):0.070 J 999 240 HORZ(LL):-0.012 C - - HORZ(TL):0.022 I - - Creep Factor: 2.0 Max TC CSI:0.700 Max BC CSI:0.543 Max W eb CSI:0.833 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T211 Ply: 1 Qty:2 SEQN:12786 /COMN FROM: Cust: R 761 JRef:1WTP7610004 T76 DrwNo:079.20.1313.35654 AK /DF 03/19/2020 W1 W4 W6 W9 25'10"8 6'9"4 6'9"4 12'11"4 6'2" 19'1"4 6'2" 25'10"8 6'9"4 1"8 1"8 6'5"12 6'4"4 12'11"4 6'5"8 19'4"12 6'5"8 25'9" 6'4"4 25'10"8 1"8 1'8"12 1'8"123'10"99'3"4(WB1)(WB1) 24'0"12 A B C D E F G HIJKL M 5 12 3X8 2X6 3X5 3X4 4X5 5X8 3X4 3X5 2X6 3X8 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W11 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1360 /-/-/759 /923 /458 O 1360 /-/-/759 /923 /- Wind reactions based on MWFRS N Brg Width = 7.3 Min Req =2.2 O Brg Width = 7.3 Min Req =2.2 Bearings N & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 971 -1001 C - D 1096 -1065 D - E 1127 -909 Chords Tens.Comp. E - F 1093 -1065 F - G 971 -1001 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 512 -420 M - L 873 -988 Chords Tens.Comp. L - K 908 -878 K - J 874 -815 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 1330 -1314 B - M 1069 -878 M - C 485 -480 Webs Tens.Comp. F - J 486 -478 J - G 1069 -880 I - G 1327 -1314 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.035 L 999 360 VERT(CL):0.059 L 999 240 HORZ(LL):-0.012 C - - HORZ(TL):0.022 J - - Creep Factor: 2.0 Max TC CSI:0.546 Max BC CSI:0.445 Max W eb CSI:0.600 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T212 Ply: 1 Qty:1 SEQN:12780 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T338 DrwNo:079.20.1313.28244 AK /DF 03/19/2020 W1 W11 25'10"8 5'7"6 5'7"6 10'11"4 5'3"14 14'11"4 4' 20'3"2 5'3"14 25'10"8 5'7"6 1"8 1"8 5'3"14 5'2"6 10'11"4 5'7"6 14'9"8 3'10"4 20'6"10 5'9"2 25'9" 5'2"6 25'10"8 1"8 1'8"12 1'8"123'10"98'5"424'0"12 A B C D E F G H IJKLMN O 5 12 3X6 2X6 3X4 3X4 4X7 3X4 5X8 4X4 3X4 3X4 2X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W11 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1360 /-/-/759 /923 /458 O 1360 /-/-/759 /923 /- Wind reactions based on MWFRS N Brg Width = 7.3 Min Req =2.2 O Brg Width = 7.3 Min Req =2.2 Bearings N & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 971 -1001 C - D 1096 -1065 D - E 1127 -909 Chords Tens.Comp. E - F 1093 -1065 F - G 971 -1001 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 512 -420 M - L 873 -988 Chords Tens.Comp. L - K 908 -878 K - J 874 -815 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 1330 -1314 B - M 1069 -878 M - C 485 -480 Webs Tens.Comp. F - J 486 -478 J - G 1069 -880 I - G 1327 -1314 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.035 L 999 360 VERT(CL):0.059 L 999 240 HORZ(LL):-0.012 C - - HORZ(TL):0.022 J - - Creep Factor: 2.0 Max TC CSI:0.546 Max BC CSI:0.445 Max W eb CSI:0.600 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T212 Ply: 1 Qty:1 SEQN:12780 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T338 DrwNo:079.20.1313.28244 AK /DF 03/19/2020 W1 W11 25'10"8 5'7"6 5'7"6 10'11"4 5'3"14 14'11"4 4' 20'3"2 5'3"14 25'10"8 5'7"6 1"8 1"8 5'3"14 5'2"6 10'11"4 5'7"6 14'9"8 3'10"4 20'6"10 5'9"2 25'9" 5'2"6 25'10"8 1"8 1'8"12 1'8"123'10"98'5"424'0"12 A B C D E F G H IJKLMN O 5 12 3X6 2X6 3X4 3X4 4X7 3X4 5X8 4X4 3X4 3X4 2X6 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W13 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 1362 /-/-/798 /906 /435 K 1357 /-/-/798 /906 /- Wind reactions based on MWFRS O Brg Width = 3.5 Min Req =2.2 K Brg Width = 3.5 Min Req =2.2 Bearings O & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 997 -977 D - E 1024 -931 Chords Tens.Comp. E - F 1024 -931 F - G 997 -983 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 654 -522 O - N 623 -819 N - M 841 -841 Chords Tens.Comp. M - L 846 -719 L - K 639 -581 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 301 -479 B - O 475 -155 O - C 977 -1121 Webs Tens.Comp. G - K 978 -1114 K - H 476 -154 J - H 300 -483 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.036 E 999 360 VERT(CL):0.062 E 999 240 HORZ(LL):-0.013 J - - HORZ(TL):0.028 K - - Creep Factor: 2.0 Max TC CSI:0.403 Max BC CSI:0.592 Max W eb CSI:0.849 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T213 Ply: 1 Qty:1 SEQN:12776 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T98 DrwNo:079.20.1313.33205 AK /DF 03/19/2020 W1 W13 6"8 24'9"8 6"8 4'5"10 4'5"10 8'11"4 4'5"10 12'11"4 4' 16'11"4 4' 21'4"14 4'5"10 25'10"8 4'5"10 8"12 8"12 8'9"12 8'1" 12'9"12 4' 16'8" 3'10"4 24'10"12 8'2"12 25'7"8 8"12 1'8"12 1'8"123'11"37'7"424'0"12 A B C D E F G H I JKLMNOP 5 12 3X6 1.5X63X4 3X4 4X7 3X4 1.5X4 3X8 4X7 5X8 3X4 3X41.5X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W13 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 1362 /-/-/798 /906 /435 K 1357 /-/-/798 /906 /- Wind reactions based on MWFRS O Brg Width = 3.5 Min Req =2.2 K Brg Width = 3.5 Min Req =2.2 Bearings O & K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 997 -977 D - E 1024 -931 Chords Tens.Comp. E - F 1024 -931 F - G 997 -983 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 654 -522 O - N 623 -819 N - M 841 -841 Chords Tens.Comp. M - L 846 -719 L - K 639 -581 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 301 -479 B - O 475 -155 O - C 977 -1121 Webs Tens.Comp. G - K 978 -1114 K - H 476 -154 J - H 300 -483 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.036 E 999 360 VERT(CL):0.062 E 999 240 HORZ(LL):-0.013 J - - HORZ(TL):0.028 K - - Creep Factor: 2.0 Max TC CSI:0.403 Max BC CSI:0.592 Max W eb CSI:0.849 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T213 Ply: 1 Qty:1 SEQN:12776 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T98 DrwNo:079.20.1313.33205 AK /DF 03/19/2020 W1 W13 6"8 24'9"8 6"8 4'5"10 4'5"10 8'11"4 4'5"10 12'11"4 4' 16'11"4 4' 21'4"14 4'5"10 25'10"8 4'5"10 8"12 8"12 8'9"12 8'1" 12'9"12 4' 16'8" 3'10"4 24'10"12 8'2"12 25'7"8 8"12 1'8"12 1'8"123'11"37'7"424'0"12 A B C D E F G H I JKLMNOP 5 12 3X6 1.5X63X4 3X4 4X7 3X4 1.5X4 3X8 4X7 5X8 3X4 3X41.5X6 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W11 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.85 to 73 plf at 6.81 TC: From 36 plf at 6.81 to 36 plf at 18.81 TC: From 73 plf at 18.81 to 73 plf at 27.48 BC: From 22 plf at -1.85 to 22 plf at -0.13 BC: From 20 plf at 0.00 to 20 plf at 6.84 BC: From 10 plf at 6.84 to 10 plf at 18.78 BC: From 20 plf at 18.78 to 20 plf at 25.75 BC: From 22 plf at 25.75 to 22 plf at 27.48 TC: 433 lb Conc. Load at 6.84,18.78 TC: 183 lb Conc. Load at 8.88,10.88,12.88,14.75 16.75 BC: 397 lb Conc. Load at 6.84,18.78 BC: 113 lb Conc. Load at 8.88,10.88,12.88,14.75 16.75 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 2653 /-/-/-/2513 /- I 2653 /-/-/-/2515 /- Wind reactions based on MWFRS M Brg Width = 3.5 Min Req =2.3 I Brg Width = 3.5 Min Req =2.3 Bearings M & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 1404 -1331 Chords Tens.Comp. D - E 1404 -1331 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1040 -1050 L - K 1046 -1056 Chords Tens.Comp. K - J 1052 -1057 J - I 1045 -1052 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 1508 -1478 C - K 418 -511 D - K 394 -403 Webs Tens.Comp. K - E 414 -509 E - I 1510 -1477 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.03 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.089 D 999 360 VERT(CL):0.093 D 999 240 HORZ(LL):-0.039 H - - HORZ(TL):0.041 H - - Creep Factor: 2.0 Max TC CSI:0.662 Max BC CSI:0.523 Max W eb CSI:0.926 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T214 Ply: 2 Qty:1 SEQN:12766 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T73 DrwNo:079.20.1313.32924 AK /DF 03/19/2020 2 Complete Trusses Required W1 W11 6"8 24'9"8 6"8 6'11"4 6'11"4 12'11"4 6' 18'11"4 6' 25'10"8 6'11"4 8"12 8"12 6'11"8 6'2"12 12'9"12 5'10"4 18'8" 5'10"4 24'10"12 6'2"12 25'7"8 8"12 1'8"12 1'8"123'11"36'9"424'0"12 A B C D E F G HIJKLMN 5 12 3X6 1.5X64X4 5X8 1.5X4 1.5X4 5X8 1.5X4 5X8 4X41.5X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1,W11 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -1.85 to 73 plf at 6.81 TC: From 36 plf at 6.81 to 36 plf at 18.81 TC: From 73 plf at 18.81 to 73 plf at 27.48 BC: From 22 plf at -1.85 to 22 plf at -0.13 BC: From 20 plf at 0.00 to 20 plf at 6.84 BC: From 10 plf at 6.84 to 10 plf at 18.78 BC: From 20 plf at 18.78 to 20 plf at 25.75 BC: From 22 plf at 25.75 to 22 plf at 27.48 TC: 433 lb Conc. Load at 6.84,18.78 TC: 183 lb Conc. Load at 8.88,10.88,12.88,14.75 16.75 BC: 397 lb Conc. Load at 6.84,18.78 BC: 113 lb Conc. Load at 8.88,10.88,12.88,14.75 16.75 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Left and right cantilevers are exposed to wind Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 2653 /-/-/-/2513 /- I 2653 /-/-/-/2515 /- Wind reactions based on MWFRS M Brg Width = 3.5 Min Req =2.3 I Brg Width = 3.5 Min Req =2.3 Bearings M & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 1404 -1331 Chords Tens.Comp. D - E 1404 -1331 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1040 -1050 L - K 1046 -1056 Chords Tens.Comp. K - J 1052 -1057 J - I 1045 -1052 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 1508 -1478 C - K 418 -511 D - K 394 -403 Webs Tens.Comp. K - E 414 -509 E - I 1510 -1477 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.03 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.089 D 999 360 VERT(CL):0.093 D 999 240 HORZ(LL):-0.039 H - - HORZ(TL):0.041 H - - Creep Factor: 2.0 Max TC CSI:0.662 Max BC CSI:0.523 Max W eb CSI:0.926 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:T214 Ply: 2 Qty:1 SEQN:12766 /HIPS FROM: Cust: R 761 JRef:1WTP7610004 T73 DrwNo:079.20.1313.32924 AK /DF 03/19/2020 2 Complete Trusses Required W1 W11 6"8 24'9"8 6"8 6'11"4 6'11"4 12'11"4 6' 18'11"4 6' 25'10"8 6'11"4 8"12 8"12 6'11"8 6'2"12 12'9"12 5'10"4 18'8" 5'10"4 24'10"12 6'2"12 25'7"8 8"12 1'8"12 1'8"123'11"36'9"424'0"12 A B C D E F G HIJKLMN 5 12 3X6 1.5X64X4 5X8 1.5X4 1.5X4 5X8 1.5X4 5X8 4X41.5X6 3X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*92 /-/-/58 /23 /13 Wind reactions based on MWFRS D Brg Width = 33.4 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.101 Max BC CSI:0.106 Max W eb CSI:0.035 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:v1 Ply: 1 Qty:1 SEQN:13574 /VAL FROM: GLM Cust: R 761 JRef:1WTP7610004 T214 DrwNo:079.20.1313.38150 AK /DF 03/19/2020 2'9"6 2'9"6 2'9"6 0"4 1'2"313'4"15 A B CD 5 12 3X4(D1) 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*92 /-/-/58 /23 /13 Wind reactions based on MWFRS D Brg Width = 33.4 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.101 Max BC CSI:0.106 Max W eb CSI:0.035 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:v1 Ply: 1 Qty:1 SEQN:13574 /VAL FROM: GLM Cust: R 761 JRef:1WTP7610004 T214 DrwNo:079.20.1313.38150 AK /DF 03/19/2020 2'9"6 2'9"6 2'9"6 0"4 1'2"313'4"15 A B CD 5 12 3X4(D1) 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.911' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 499 /-/-/376 /144 /156 E 131 /-/-/102 /11 /- D 227 /-/-/124 /128 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1577 -1822 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.043 C - - HORZ(TL):0.099 C - - Creep Factor: 2.0 Max TC CSI:0.607 Max BC CSI:0.542 Max W eb CSI:0.490 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J1 Ply: 1 Qty:7 SEQN:14023 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T360 DrwNo:079.20.1313.34874 AK /DF 03/19/2020 7' 7'1'8" 7"12 3'6"123'11"212' 15'3"4 A B C D E 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.911' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 499 /-/-/376 /144 /156 E 131 /-/-/102 /11 /- D 227 /-/-/124 /128 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1577 -1822 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.043 C - - HORZ(TL):0.099 C - - Creep Factor: 2.0 Max TC CSI:0.607 Max BC CSI:0.542 Max W eb CSI:0.490 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J1 Ply: 1 Qty:7 SEQN:14023 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T360 DrwNo:079.20.1313.34874 AK /DF 03/19/2020 7' 7'1'8" 7"12 3'6"123'11"212' 15'3"4 A B C D E 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Stub Wedge: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 388 /-/-/296 /113 /108 D 78 /-/-/65 /7 /- C 128 /-/-/68 /74 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 C - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.528 Max BC CSI:0.251 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J3 Ply: 1 Qty:1 SEQN:11897 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T222 DrwNo:079.20.1313.42427 AK /DF 03/19/2020 4'4" 4'4"1'8" 7"12 2'5"72'9"1312' 14'1"15 A B C D 5 12 3X5(G1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Stub Wedge: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 388 /-/-/296 /113 /108 D 78 /-/-/65 /7 /- C 128 /-/-/68 /74 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 C - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.528 Max BC CSI:0.251 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J3 Ply: 1 Qty:1 SEQN:11897 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T222 DrwNo:079.20.1313.42427 AK /DF 03/19/2020 4'4" 4'4"1'8" 7"12 2'5"72'9"1312' 14'1"15 A B C D 5 12 3X5(G1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 370 /-/-/284 /110 /99 F 29 /-/-/26 /12 /- E 118 /-/-/83 /57 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 297 -412 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 C 999 360 VERT(CL):0.019 C 999 240 HORZ(LL):-0.005 C - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.594 Max BC CSI:0.111 Max W eb CSI:0.100 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J4 Ply: 1 Qty:2 SEQN:12139 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T81 DrwNo:079.20.1313.42395 AK /DF 03/19/2020 3'0"12 3'0"12 3'10"8 9"12 3'2"8 3'2"8 3'10"8 8"1'8" 7"12 10"1'5"22'3"22'7"812' 12'10" 13'11"10 A B C D E F GH 5 12 4X6(E5) 3X4 3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 370 /-/-/284 /110 /99 F 29 /-/-/26 /12 /- E 118 /-/-/83 /57 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 297 -412 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 C 999 360 VERT(CL):0.019 C 999 240 HORZ(LL):-0.005 C - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.594 Max BC CSI:0.111 Max W eb CSI:0.100 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J4 Ply: 1 Qty:2 SEQN:12139 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T81 DrwNo:079.20.1313.42395 AK /DF 03/19/2020 3'0"12 3'0"12 3'10"8 9"12 3'2"8 3'2"8 3'10"8 8"1'8" 7"12 10"1'5"22'3"22'7"812' 12'10" 13'11"10 A B C D E F GH 5 12 4X6(E5) 3X4 3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 329 /-/-/256 /101 /78 E 48 /-/-/39 /2 /- D 50 /-/-/30 /38 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.560 Max BC CSI:0.062 Max W eb CSI:0.045 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J5 Ply: 1 Qty:5 SEQN:12148 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T204 DrwNo:079.20.1313.27870 AK /DF 03/19/2020 2'8" 2'8"1'8" 7"12 1'9"12'1"712' 13'5"9 A B C D E 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 329 /-/-/256 /101 /78 E 48 /-/-/39 /2 /- D 50 /-/-/30 /38 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.560 Max BC CSI:0.062 Max W eb CSI:0.045 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J5 Ply: 1 Qty:5 SEQN:12148 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T204 DrwNo:079.20.1313.27870 AK /DF 03/19/2020 2'8" 2'8"1'8" 7"12 1'9"12'1"712' 13'5"9 A B C D E 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 123 /-/-/88 /28 /47 D 51 /-/-/40 /4 /- C 93 /-/-/52 /53 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.003 B - - HORZ(TL):0.007 B - - Creep Factor: 2.0 Max TC CSI:0.244 Max BC CSI:0.070 Max W eb CSI:0.072 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J5A Ply: 1 Qty:1 SEQN:12145 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T205 DrwNo:079.20.1313.42566 AK /DF 03/19/2020 2'8" 2'8" 7"12 1'9"112' 13'5"9 A B C D 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 123 /-/-/88 /28 /47 D 51 /-/-/40 /4 /- C 93 /-/-/52 /53 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.003 B - - HORZ(TL):0.007 B - - Creep Factor: 2.0 Max TC CSI:0.244 Max BC CSI:0.070 Max W eb CSI:0.072 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J5A Ply: 1 Qty:1 SEQN:12145 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T205 DrwNo:079.20.1313.42566 AK /DF 03/19/2020 2'8" 2'8" 7"12 1'9"112' 13'5"9 A B C D 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 320 /-/-/250 /104 /70 E 41 /-/-/33 /2 /- D 27 /-/-/29 /27 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.560 Max BC CSI:0.043 Max W eb CSI:0.025 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J6 Ply: 1 Qty:2 SEQN:12133 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T227 DrwNo:079.20.1313.42457 AK /DF 03/19/2020 2'3"4 2'3"41'8" 7"12 1'7"21'11"812' 13'3"10 A B C D E 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 320 /-/-/250 /104 /70 E 41 /-/-/33 /2 /- D 27 /-/-/29 /27 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.560 Max BC CSI:0.043 Max W eb CSI:0.025 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J6 Ply: 1 Qty:2 SEQN:12133 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T227 DrwNo:079.20.1313.42457 AK /DF 03/19/2020 2'3"4 2'3"41'8" 7"12 1'7"21'11"812' 13'3"10 A B C D E 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 105 /-/-/75 /23 /40 D 43 /-/-/34 /3 /- C 80 /-/-/45 /46 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 B - - HORZ(TL):0.004 B - - Creep Factor: 2.0 Max TC CSI:0.184 Max BC CSI:0.048 Max W eb CSI:0.041 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J6A Ply: 1 Qty:1 SEQN:12130 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T247 DrwNo:079.20.1313.41489 AK /DF 03/19/2020 2'3"4 2'3"4 7"12 1'7"212' 13'3"10 A B C D 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 105 /-/-/75 /23 /40 D 43 /-/-/34 /3 /- C 80 /-/-/45 /46 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 B - - HORZ(TL):0.004 B - - Creep Factor: 2.0 Max TC CSI:0.184 Max BC CSI:0.048 Max W eb CSI:0.041 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J6A Ply: 1 Qty:1 SEQN:12130 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T247 DrwNo:079.20.1313.41489 AK /DF 03/19/2020 2'3"4 2'3"4 7"12 1'7"212' 13'3"10 A B C D 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.713' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 468 /-/-/354 /136 /143 E 117 /-/-/90 /9 /- D 200 /-/-/108 /113 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1284 -1511 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.026 C - - HORZ(TL):0.061 C - - Creep Factor: 2.0 Max TC CSI:0.509 Max BC CSI:0.425 Max W eb CSI:0.397 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J7 Ply: 1 Qty:6 SEQN:12122 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T224 DrwNo:079.20.1313.40756 AK /DF 03/19/2020 6'3"4 6'3"41'8" 7"12 3'3"23'7"812' 14'11"10 A B C D E 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.713' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 468 /-/-/354 /136 /143 E 117 /-/-/90 /9 /- D 200 /-/-/108 /113 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1284 -1511 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.026 C - - HORZ(TL):0.061 C - - Creep Factor: 2.0 Max TC CSI:0.509 Max BC CSI:0.425 Max W eb CSI:0.397 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J7 Ply: 1 Qty:6 SEQN:12122 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T224 DrwNo:079.20.1313.40756 AK /DF 03/19/2020 6'3"4 6'3"41'8" 7"12 3'3"23'7"812' 14'11"10 A B C D E 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.713' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 290 /-/-/209 /73 /112 D 120 /-/-/94 /11 /- C 217 /-/-/122 /119 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1679 -1868 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.035 B - - HORZ(TL):0.081 B - - Creep Factor: 2.0 Max TC CSI:0.547 Max BC CSI:0.443 Max W eb CSI:0.479 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J7A Ply: 1 Qty:2 SEQN:12119 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T225 DrwNo:079.20.1313.27091 AK /DF 03/19/2020 6'3"4 6'3"4 7"12 3'3"212' 14'11"10 A B C D 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.713' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 290 /-/-/209 /73 /112 D 120 /-/-/94 /11 /- C 217 /-/-/122 /119 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1679 -1868 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.035 B - - HORZ(TL):0.081 B - - Creep Factor: 2.0 Max TC CSI:0.547 Max BC CSI:0.443 Max W eb CSI:0.479 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J7A Ply: 1 Qty:2 SEQN:12119 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T225 DrwNo:079.20.1313.27091 AK /DF 03/19/2020 6'3"4 6'3"4 7"12 3'3"212' 14'11"10 A B C D 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.668' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 461 /-/-/349 /134 /140 E 116 /-/-/90 /11 /- D 190 /-/-/103 /108 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1442 -1663 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.030 C - - HORZ(TL):0.069 C - - Creep Factor: 2.0 Max TC CSI:0.967 Max BC CSI:0.419 Max W eb CSI:0.441 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J8 Ply: 1 Qty:1 SEQN:12113 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T344 DrwNo:079.20.1313.41458 AK /DF 03/19/2020 6'1"4 6'1"41'8" 7"12 3'2"43'6"1012' 14'10"12 A B C D E 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.668' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 461 /-/-/349 /134 /140 E 116 /-/-/90 /11 /- D 190 /-/-/103 /108 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1442 -1663 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.030 C - - HORZ(TL):0.069 C - - Creep Factor: 2.0 Max TC CSI:0.967 Max BC CSI:0.419 Max W eb CSI:0.441 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J8 Ply: 1 Qty:1 SEQN:12113 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T344 DrwNo:079.20.1313.41458 AK /DF 03/19/2020 6'1"4 6'1"41'8" 7"12 3'2"43'6"1012' 14'10"12 A B C D E 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.668' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 282 /-/-/203 /71 /109 D 117 /-/-/92 /10 /- C 211 /-/-/118 /116 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1613 -1799 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.031 B - - HORZ(TL):0.073 B - - Creep Factor: 2.0 Max TC CSI:0.525 Max BC CSI:0.422 Max W eb CSI:0.458 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J8A Ply: 1 Qty:1 SEQN:12107 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T257 DrwNo:079.20.1313.38166 AK /DF 03/19/2020 6'1"4 6'1"4 7"12 3'2"412' 14'10"12 A B C D 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.668' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 282 /-/-/203 /71 /109 D 117 /-/-/92 /10 /- C 211 /-/-/118 /116 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1613 -1799 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.031 B - - HORZ(TL):0.073 B - - Creep Factor: 2.0 Max TC CSI:0.525 Max BC CSI:0.422 Max W eb CSI:0.458 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J8A Ply: 1 Qty:1 SEQN:12107 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T257 DrwNo:079.20.1313.38166 AK /DF 03/19/2020 6'1"4 6'1"4 7"12 3'2"412' 14'10"12 A B C D 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 198 /-/-/142 /48 /76 D 83 /-/-/66 /8 /- C 146 /-/-/81 /82 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 917 -1051 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.013 B - - HORZ(TL):0.029 B - - Creep Factor: 2.0 Max TC CSI:0.578 Max BC CSI:0.232 Max W eb CSI:0.262 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J9 Ply: 1 Qty:1 SEQN:12101 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T265 DrwNo:079.20.1313.34360 AK /DF 03/19/2020 4'3"4 4'3"4 7"12 2'5"112' 14'1"9 A B C D 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 198 /-/-/142 /48 /76 D 83 /-/-/66 /8 /- C 146 /-/-/81 /82 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 917 -1051 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.013 B - - HORZ(TL):0.029 B - - Creep Factor: 2.0 Max TC CSI:0.578 Max BC CSI:0.232 Max W eb CSI:0.262 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J9 Ply: 1 Qty:1 SEQN:12101 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T265 DrwNo:079.20.1313.34360 AK /DF 03/19/2020 4'3"4 4'3"4 7"12 2'5"112' 14'1"9 A B C D 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4(**) except as noted. (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 414 /-/-/319 /132 /93 F 70 /-/-/54 /14 /- E 130 /-/-/79 /65 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.028 J 999 360 VERT(CL):0.065 J 868 240 HORZ(LL):0.012 H - - HORZ(TL):0.027 H - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.146 Max W eb CSI:0.101 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J10 Ply: 1 Qty:3 SEQN:12069 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T268 DrwNo:079.20.1313.42752 AK /DF 03/19/2020 2'10"2 2'10"2 4'9"12 1'11"10 1'4"2 1'4"2 2'8" 1'3"14 3'10"12 1'2"12 4'9"12 11"1'8" 6"1 1'1'1"52'1"52'5"1012' 13' 13'9"13 A B C D E F GHI JKL 4 12 2X5(B1) 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4(**) except as noted. (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 414 /-/-/319 /132 /93 F 70 /-/-/54 /14 /- E 130 /-/-/79 /65 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.028 J 999 360 VERT(CL):0.065 J 868 240 HORZ(LL):0.012 H - - HORZ(TL):0.027 H - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.146 Max W eb CSI:0.101 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J10 Ply: 1 Qty:3 SEQN:12069 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T268 DrwNo:079.20.1313.42752 AK /DF 03/19/2020 2'10"2 2'10"2 4'9"12 1'11"10 1'4"2 1'4"2 2'8" 1'3"14 3'10"12 1'2"12 4'9"12 11"1'8" 6"1 1'1'1"52'1"52'5"1012' 13' 13'9"13 A B C D E F GHI JKL 4 12 2X5(B1) 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 489 /-/-/398 /171 /96 E 66 /-/-/64 /12 /- D 115 /-/-/45 /62 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1503 -1575 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.013 E 738 360 VERT(CL):0.027 C 999 240 HORZ(LL):0.010 C - - HORZ(TL):0.018 C - - Creep Factor: 2.0 Max TC CSI:0.560 Max BC CSI:0.254 Max W eb CSI:0.344 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J11 Ply: 1 Qty:2 SEQN:12084 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T351 DrwNo:079.20.1313.39305 AK /DF 03/19/2020 8" 5'0"4 5'0"41'8" 6"1 2'2"22'6"712' 13'10"10 A B C D E 4 12 2X5(C3) 3X4(C3) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 489 /-/-/398 /171 /96 E 66 /-/-/64 /12 /- D 115 /-/-/45 /62 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1503 -1575 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.013 E 738 360 VERT(CL):0.027 C 999 240 HORZ(LL):0.010 C - - HORZ(TL):0.018 C - - Creep Factor: 2.0 Max TC CSI:0.560 Max BC CSI:0.254 Max W eb CSI:0.344 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J11 Ply: 1 Qty:2 SEQN:12084 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T351 DrwNo:079.20.1313.39305 AK /DF 03/19/2020 8" 5'0"4 5'0"41'8" 6"1 2'2"22'6"712' 13'10"10 A B C D E 4 12 2X5(C3) 3X4(C3) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 274 /-/-/221 /71 /72 D 80 /-/-/63 /12 /- C 136 /-/-/75 /75 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1080 -1173 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 B 999 360 VERT(CL):0.052 B 973 240 HORZ(LL):-0.015 B - - HORZ(TL):0.034 B - - Creep Factor: 2.0 Max TC CSI:0.534 Max BC CSI:0.340 Max W eb CSI:0.299 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J11A Ply: 1 Qty:1 SEQN:12087 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T352 DrwNo:079.20.1313.31100 AK /DF 03/19/2020 8" 5'0"4 5'0"4 6"1 2'2"212' 13'10"10 A B C D 4 12 2X5(C3) 3X4(C3) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 274 /-/-/221 /71 /72 D 80 /-/-/63 /12 /- C 136 /-/-/75 /75 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1080 -1173 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 B 999 360 VERT(CL):0.052 B 973 240 HORZ(LL):-0.015 B - - HORZ(TL):0.034 B - - Creep Factor: 2.0 Max TC CSI:0.534 Max BC CSI:0.340 Max W eb CSI:0.299 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J11A Ply: 1 Qty:1 SEQN:12087 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T352 DrwNo:079.20.1313.31100 AK /DF 03/19/2020 8" 5'0"4 5'0"4 6"1 2'2"212' 13'10"10 A B C D 4 12 2X5(C3) 3X4(C3) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.925' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 499 /-/-/366 /206 /203 E 131 /-/-/103 /18 /- D 226 /-/-/109 /176 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1464 -1723 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.063 C - - HORZ(TL):0.103 C - - Creep Factor: 2.0 Max TC CSI:0.662 Max BC CSI:0.546 Max W eb CSI:0.483 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J12 Ply: 1 Qty:20 SEQN:11506 /EJAC FROM: GLM Cust: R 761 JRef:1WTP7610004 T16 DrwNo:079.20.1313.40725 AK /DF 03/19/2020 7' 7'1'8" 8"3 3'7"33'11"220' 23'3"11 A B C D E 5 12 3X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.925' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 499 /-/-/366 /206 /203 E 131 /-/-/103 /18 /- D 226 /-/-/109 /176 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1464 -1723 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.063 C - - HORZ(TL):0.103 C - - Creep Factor: 2.0 Max TC CSI:0.662 Max BC CSI:0.546 Max W eb CSI:0.483 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J12 Ply: 1 Qty:20 SEQN:11506 /EJAC FROM: GLM Cust: R 761 JRef:1WTP7610004 T16 DrwNo:079.20.1313.40725 AK /DF 03/19/2020 7' 7'1'8" 8"3 3'7"33'11"220' 23'3"11 A B C D E 5 12 3X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 455 /-/-/329 /223 /196 D 107 /-/-/85 /16 /- C 175 /-/-/73 /157 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.43 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.008 D - - HORZ(TL):0.009 D - - Creep Factor: 2.0 Max TC CSI:0.928 Max BC CSI:0.363 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J13 Ply: 1 Qty:2 SEQN:11926 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T45 DrwNo:079.20.1313.42628 AK /DF 03/19/2020 5'9"4 5'9"41'8" 6"3 2'11"13'5"24'0"12 26'8"5 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 455 /-/-/329 /223 /196 D 107 /-/-/85 /16 /- C 175 /-/-/73 /157 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.43 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.008 D - - HORZ(TL):0.009 D - - Creep Factor: 2.0 Max TC CSI:0.928 Max BC CSI:0.363 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J13 Ply: 1 Qty:2 SEQN:11926 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T45 DrwNo:079.20.1313.42628 AK /DF 03/19/2020 5'9"4 5'9"41'8" 6"3 2'11"13'5"24'0"12 26'8"5 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 455 /-/-/329 /223 /196 E 129 /-/-/101 /66 /- D 126 /-/-/57 /107 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 229 -470 Chords Tens.Comp. H - F 409 -833 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 846 -415 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.43 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.024 G 999 360 VERT(CL):0.039 G 999 240 HORZ(LL):-0.010 F - - HORZ(TL):0.014 F - - Creep Factor: 2.0 Max TC CSI:0.661 Max BC CSI:0.200 Max W eb CSI:0.405 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J13A Ply: 1 Qty:5 SEQN:12190 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T47 DrwNo:079.20.1313.40225 AK /DF 03/19/2020 2'2"8 2'2"8 5'9"4 3'6"12 2'6" 2'6" 5'7"12 3'1"12 5'9"4 1"81'8" 6"3 6"2'5"12'11"13'5"24'0"12 24'6"12 26'8"5 A B C D E F GHI 5 12 3X4(B1)3X31.5X4 3X4 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 455 /-/-/329 /223 /196 E 129 /-/-/101 /66 /- D 126 /-/-/57 /107 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 229 -470 Chords Tens.Comp. H - F 409 -833 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 846 -415 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.43 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.024 G 999 360 VERT(CL):0.039 G 999 240 HORZ(LL):-0.010 F - - HORZ(TL):0.014 F - - Creep Factor: 2.0 Max TC CSI:0.661 Max BC CSI:0.200 Max W eb CSI:0.405 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J13A Ply: 1 Qty:5 SEQN:12190 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T47 DrwNo:079.20.1313.40225 AK /DF 03/19/2020 2'2"8 2'2"8 5'9"4 3'6"12 2'6" 2'6" 5'7"12 3'1"12 5'9"4 1"81'8" 6"3 6"2'5"12'11"13'5"24'0"12 24'6"12 26'8"5 A B C D E F GHI 5 12 3X4(B1)3X31.5X4 3X4 3X3 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 455 /-/-/328 /223 /196 G 52 /-/-/35 /37 /- F 183 /-/-/116 /133 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 G Brg Width = 1.5 Min Req =- F Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.43 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.118 L 577 360 VERT(CL):0.183 L 371 240 HORZ(LL):-0.103 H - - HORZ(TL):0.160 H - - Creep Factor: 2.0 Max TC CSI:0.731 Max BC CSI:0.181 Max W eb CSI:0.195 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J13B Ply: 1 Qty:1 SEQN:12193 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T236 DrwNo:079.20.1313.27559 AK /DF 03/19/2020 2'0"12 2'0"12 5'9"4 3'8"8 2'6" 2'6" 3'10" 1'4" 5'2" 1'4" 5'9"4 7"4 1'8" 6"3 6"2'5"11'6"2'11"13'5"24'0"12 24'6"12 26'8"5 A B C D E F G HI JK LMN 5 12 3X4(B1) 1.5X4 3X31.5X4 1.5X4(**)4X4 1.5X4 3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 455 /-/-/328 /223 /196 G 52 /-/-/35 /37 /- F 183 /-/-/116 /133 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 G Brg Width = 1.5 Min Req =- F Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.43 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.118 L 577 360 VERT(CL):0.183 L 371 240 HORZ(LL):-0.103 H - - HORZ(TL):0.160 H - - Creep Factor: 2.0 Max TC CSI:0.731 Max BC CSI:0.181 Max W eb CSI:0.195 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J13B Ply: 1 Qty:1 SEQN:12193 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T236 DrwNo:079.20.1313.27559 AK /DF 03/19/2020 2'0"12 2'0"12 5'9"4 3'8"8 2'6" 2'6" 3'10" 1'4" 5'2" 1'4" 5'9"4 7"4 1'8" 6"3 6"2'5"11'6"2'11"13'5"24'0"12 24'6"12 26'8"5 A B C D E F G HI JK LMN 5 12 3X4(B1) 1.5X4 3X31.5X4 1.5X4(**)4X4 1.5X4 3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 469 /-/-/338 /230 /205 E 85 /-/-/67 /14 /- D 202 /-/-/99 /171 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.50 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.122 F 589 360 VERT(CL):0.184 F 391 240 HORZ(LL):-0.053 C - - HORZ(TL):0.078 C - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.225 Max W eb CSI:0.114 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J14 Ply: 1 Qty:2 SEQN:12225 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T60 DrwNo:079.20.1313.40242 AK /DF 03/19/2020 2'0"12 2'0"12 6'1"4 4'0"8 2'6" 2'6" 6'1"4 3'7"41'8" 6"3 6"2'6"113'0"113'6"1024'0"12 24'6"12 26'9"15 A B C D E FGH 5 12 3X4(B1)3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 469 /-/-/338 /230 /205 E 85 /-/-/67 /14 /- D 202 /-/-/99 /171 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.50 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.122 F 589 360 VERT(CL):0.184 F 391 240 HORZ(LL):-0.053 C - - HORZ(TL):0.078 C - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.225 Max W eb CSI:0.114 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J14 Ply: 1 Qty:2 SEQN:12225 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T60 DrwNo:079.20.1313.40242 AK /DF 03/19/2020 2'0"12 2'0"12 6'1"4 4'0"8 2'6" 2'6" 6'1"4 3'7"41'8" 6"3 6"2'6"113'0"113'6"1024'0"12 24'6"12 26'9"15 A B C D E FGH 5 12 3X4(B1)3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 377 /-/-/278 /186 /141 D 65 /-/-/58 /8 /- C 97 /-/-/34 /92 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.673 Max BC CSI:0.132 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J15 Ply: 1 Qty:3 SEQN:11936 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T36 DrwNo:079.20.1313.41348 AK /DF 03/19/2020 3'9"4 3'9"41'8" 6"3 2'1"12'7"24'0"12 25'10"5 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 377 /-/-/278 /186 /141 D 65 /-/-/58 /8 /- C 97 /-/-/34 /92 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.673 Max BC CSI:0.132 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J15 Ply: 1 Qty:3 SEQN:11936 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T36 DrwNo:079.20.1313.41348 AK /DF 03/19/2020 3'9"4 3'9"41'8" 6"3 2'1"12'7"24'0"12 25'10"5 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 557 /-/-/344 /197 /403 E 113 /-/-/146 /223 /- D 183 /-/-/68 /179 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 105 -656 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 515 -415 Webs Tens.Comp. C - F 780 -125 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.03 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.019 H 358 360 VERT(CL):-0.020 H 999 240 HORZ(LL):-0.008 B - - HORZ(TL):0.010 B - - Creep Factor: 2.0 Max TC CSI:0.529 Max BC CSI:0.370 Max W eb CSI:0.273 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J16 Ply: 1 Qty:7 SEQN:12304 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T83 DrwNo:079.20.1313.40913 AK /DF 03/19/2020 6"8 10" 10" 6'11"4 6'1"4 6"12 6"12 6'7"1 6'0"5 6'9"12 2"111'8"123'11"36'9"424'0"12 30'6"8 A B C D E FGH 5 12 1.5X4 2X41.5X4 3X4 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 557 /-/-/344 /197 /403 E 113 /-/-/146 /223 /- D 183 /-/-/68 /179 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 105 -656 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 515 -415 Webs Tens.Comp. C - F 780 -125 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.03 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.019 H 358 360 VERT(CL):-0.020 H 999 240 HORZ(LL):-0.008 B - - HORZ(TL):0.010 B - - Creep Factor: 2.0 Max TC CSI:0.529 Max BC CSI:0.370 Max W eb CSI:0.273 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J16 Ply: 1 Qty:7 SEQN:12304 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T83 DrwNo:079.20.1313.40913 AK /DF 03/19/2020 6"8 10" 10" 6'11"4 6'1"4 6"12 6"12 6'7"1 6'0"5 6'9"12 2"111'8"123'11"36'9"424'0"12 30'6"8 A B C D E FGH 5 12 1.5X4 2X41.5X4 3X4 5X5 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 439 /-/-/318 /215 /185 D 98 /-/-/80 /14 /- C 160 /-/-/66 /144 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.814 Max BC CSI:0.306 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J18 Ply: 1 Qty:1 SEQN:11955 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T163 DrwNo:079.20.1313.41520 AK /DF 03/19/2020 5'4"8 5'4"81'8" 6"3 2'9"13'3"24'0"12 26'6"5 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 439 /-/-/318 /215 /185 D 98 /-/-/80 /14 /- C 160 /-/-/66 /144 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.814 Max BC CSI:0.306 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J18 Ply: 1 Qty:1 SEQN:11955 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T163 DrwNo:079.20.1313.41520 AK /DF 03/19/2020 5'4"8 5'4"81'8" 6"3 2'9"13'3"24'0"12 26'6"5 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 364 /-/-/270 /180 /130 D 57 /-/-/53 /9 /- C 80 /-/-/28 /79 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.93 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.673 Max BC CSI:0.113 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J19 Ply: 1 Qty:1 SEQN:11664 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T166 DrwNo:079.20.1313.42598 AK /DF 03/19/2020 3'4"8 3'4"81'8" 6"3 1'11"12'5"24'0"12 25'8"5 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 364 /-/-/270 /180 /130 D 57 /-/-/53 /9 /- C 80 /-/-/28 /79 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.93 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.673 Max BC CSI:0.113 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J19 Ply: 1 Qty:1 SEQN:11664 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T166 DrwNo:079.20.1313.42598 AK /DF 03/19/2020 3'4"8 3'4"81'8" 6"3 1'11"12'5"24'0"12 25'8"5 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 465 /-/-/335 /228 /202 D 111 /-/-/88 /17 /- C 183 /-/-/77 /164 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.48 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.009 D - - HORZ(TL):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.996 Max BC CSI:0.398 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J20 Ply: 1 Qty:2 SEQN:11925 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T138 DrwNo:079.20.1313.42739 AK /DF 03/19/2020 6' 6'1'8" 6"3 3'0"33'6"224'0"12 26'9"7 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 465 /-/-/335 /228 /202 D 111 /-/-/88 /17 /- C 183 /-/-/77 /164 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.48 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.009 D - - HORZ(TL):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.996 Max BC CSI:0.398 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J20 Ply: 1 Qty:2 SEQN:11925 /EJAC FROM: Cust: R 761 JRef:1WTP7610004 T138 DrwNo:079.20.1313.42739 AK /DF 03/19/2020 6' 6'1'8" 6"3 3'0"33'6"224'0"12 26'9"7 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 517 /-/-/384 /233 /287 H 454 /-/-/197 /371 /- F 137 /-/-/138 /33 /- E 26 /-28 /-/15 /5 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 H Brg Width = 6.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearings B & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 275 -392 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 474 -318 H - G 585 -244 Webs Tens.Comp. G - D 593 -229 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 C 999 360 VERT(CL):0.008 C 999 240 HORZ(LL):-0.005 H - - HORZ(TL):0.006 H - - Creep Factor: 2.0 Max TC CSI:0.529 Max BC CSI:0.492 Max W eb CSI:0.170 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J21 Ply: 1 Qty:2 SEQN:12273 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T346 DrwNo:079.20.1313.36263 AK /DF 03/19/2020 7'7" 3'11"15 3'11"15 7'8"13 3'8"13 9' 1'3"3 7'9"4 7'9"4 8'10"2 1'0"14 9' 1"14 1'8" 6"3 1'3'3"34'3"34'9"224'0"12 25'0"12 28'0"7 A B C D E F GH 5 12 3X4(B1) 1.5X4 6X63X3 3X8 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 517 /-/-/384 /233 /287 H 454 /-/-/197 /371 /- F 137 /-/-/138 /33 /- E 26 /-28 /-/15 /5 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 H Brg Width = 6.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearings B & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 275 -392 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 474 -318 H - G 585 -244 Webs Tens.Comp. G - D 593 -229 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 C 999 360 VERT(CL):0.008 C 999 240 HORZ(LL):-0.005 H - - HORZ(TL):0.006 H - - Creep Factor: 2.0 Max TC CSI:0.529 Max BC CSI:0.492 Max W eb CSI:0.170 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J21 Ply: 1 Qty:2 SEQN:12273 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T346 DrwNo:079.20.1313.36263 AK /DF 03/19/2020 7'7" 3'11"15 3'11"15 7'8"13 3'8"13 9' 1'3"3 7'9"4 7'9"4 8'10"2 1'0"14 9' 1"14 1'8" 6"3 1'3'3"34'3"34'9"224'0"12 25'0"12 28'0"7 A B C D E F GH 5 12 3X4(B1) 1.5X4 6X63X3 3X8 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W1 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 573 /-/-/397 /281 /287 G 195 /-/-/154 /71 /- F 201 /-/-/99 /166 /- E 86 /-/-/28 /66 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 6.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearings B & G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 190 -458 Chords Tens.Comp. C - D 1056 -965 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 348 -484 K - I 382 -590 Chords Tens.Comp. I - H 377 -591 H - F 381 -593 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 417 -276 K - D 614 -768 Webs Tens.Comp. D - F 732 -470 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.071 K 999 360 VERT(CL):0.112 K 823 240 HORZ(LL):-0.059 G - - HORZ(TL):0.097 G - - Creep Factor: 2.0 Max TC CSI:0.296 Max BC CSI:0.154 Max W eb CSI:0.585 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J21A Ply: 1 Qty:1 SEQN:12278 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T136 DrwNo:079.20.1313.42551 AK /DF 03/19/2020 B2W1 7'7" 3'10"4 3'10"4 6'4"4 2'6" 9' 2'7"12 4' 4' 5'5"12 1'5"12 7'7"8 2'1"12 9' 1'4"81'8" 6"3 4'3"31'4'9"224'0"12 25'0"12 28'0"7 A B C D E FGHIJ K L 5 12 3X4(B1) 4X4 3X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W1 2x4 SP 2250f-1.9E; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 573 /-/-/397 /281 /287 G 195 /-/-/154 /71 /- F 201 /-/-/99 /166 /- E 86 /-/-/28 /66 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 6.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearings B & G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 190 -458 Chords Tens.Comp. C - D 1056 -965 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 348 -484 K - I 382 -590 Chords Tens.Comp. I - H 377 -591 H - F 381 -593 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 417 -276 K - D 614 -768 Webs Tens.Comp. D - F 732 -470 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.071 K 999 360 VERT(CL):0.112 K 823 240 HORZ(LL):-0.059 G - - HORZ(TL):0.097 G - - Creep Factor: 2.0 Max TC CSI:0.296 Max BC CSI:0.154 Max W eb CSI:0.585 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J21A Ply: 1 Qty:1 SEQN:12278 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T136 DrwNo:079.20.1313.42551 AK /DF 03/19/2020 B2W1 7'7" 3'10"4 3'10"4 6'4"4 2'6" 9' 2'7"12 4' 4' 5'5"12 1'5"12 7'7"8 2'1"12 9' 1'4"81'8" 6"3 4'3"31'4'9"224'0"12 25'0"12 28'0"7 A B C D E FGHIJ K L 5 12 3X4(B1) 4X4 3X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 469 /-/-/338 /230 /205 E 150 /-/-/116 /95 /- D 108 /-/-/51 /90 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 242 -452 Chords Tens.Comp. H - F 358 -672 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 706 -375 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.50 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.020 G 999 360 VERT(CL):0.035 G 999 240 HORZ(LL):-0.009 F - - HORZ(TL):0.013 F - - Creep Factor: 2.0 Max TC CSI:0.596 Max BC CSI:0.184 Max W eb CSI:0.383 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J22 Ply: 1 Qty:6 SEQN:12340 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T15 DrwNo:079.20.1313.31240 AK /DF 03/19/2020 3'0"9 3'0"9 6'1"4 3'0"11 3'6"9 3'6"9 5'11"4 2'4"11 6'1"4 2"1'8" 6"3 6"2'6"113'0"113'6"1024'0"12 24'6"12 26'9"15 A B C D EF GHI 5 12 3X4(B1)3X31.5X4 3X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 469 /-/-/338 /230 /205 E 150 /-/-/116 /95 /- D 108 /-/-/51 /90 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 242 -452 Chords Tens.Comp. H - F 358 -672 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 706 -375 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.50 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.020 G 999 360 VERT(CL):0.035 G 999 240 HORZ(LL):-0.009 F - - HORZ(TL):0.013 F - - Creep Factor: 2.0 Max TC CSI:0.596 Max BC CSI:0.184 Max W eb CSI:0.383 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:J22 Ply: 1 Qty:6 SEQN:12340 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T15 DrwNo:079.20.1313.31240 AK /DF 03/19/2020 3'0"9 3'0"9 6'1"4 3'0"11 3'6"9 3'6"9 5'11"4 2'4"11 6'1"4 2"1'8" 6"3 6"2'6"113'0"113'6"1024'0"12 24'6"12 26'9"15 A B C D EF GHI 5 12 3X4(B1)3X31.5X4 3X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 7-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at BC Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 582 /-/-/-/178 /- F 378 /-/-/-/69 /- E 316 /-/-/-/181 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 316 -854 Chords Tens.Comp. C - D 311 -847 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 787 -293 Chords Tens.Comp. H - G 780 -296 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 317 -833 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.027 C 999 360 VERT(CL):-0.063 C 999 240 HORZ(LL):-0.010 C - - HORZ(TL):0.023 C - - Creep Factor: 2.0 Max TC CSI:0.881 Max BC CSI:0.478 Max W eb CSI:0.409 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ1 Ply: 1 Qty:3 SEQN:12060 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T371 DrwNo:079.20.1313.29633 AK /DF 03/19/2020 5'0"10 5'0"10 9'10"13 4'10"2 4'10"14 4'10"14 9'6"15 4'8" 9'10"13 3"142'4"5 7"8 3'6"83'11"12' 15'3" A B C D E FGH 3.54 12 4X5(E1) 3X4 1.5X4 3X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 7-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at BC Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 582 /-/-/-/178 /- F 378 /-/-/-/69 /- E 316 /-/-/-/181 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 316 -854 Chords Tens.Comp. C - D 311 -847 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 787 -293 Chords Tens.Comp. H - G 780 -296 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 317 -833 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.027 C 999 360 VERT(CL):-0.063 C 999 240 HORZ(LL):-0.010 C - - HORZ(TL):0.023 C - - Creep Factor: 2.0 Max TC CSI:0.881 Max BC CSI:0.478 Max W eb CSI:0.409 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ1 Ply: 1 Qty:3 SEQN:12060 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T371 DrwNo:079.20.1313.29633 AK /DF 03/19/2020 5'0"10 5'0"10 9'10"13 4'10"2 4'10"14 4'10"14 9'6"15 4'8" 9'10"13 3"142'4"5 7"8 3'6"83'11"12' 15'3" A B C D E FGH 3.54 12 4X5(E1) 3X4 1.5X4 3X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 7-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at BC Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 582 /-/-/-/178 /- F 378 /-/-/-/69 /- E 316 /-/-/-/181 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 316 -854 Chords Tens.Comp. C - D 311 -847 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 787 -293 Chords Tens.Comp. H - G 780 -296 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 317 -833 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.027 C 999 360 VERT(CL):-0.063 C 999 240 HORZ(LL):-0.010 C - - HORZ(TL):0.023 C - - Creep Factor: 2.0 Max TC CSI:0.881 Max BC CSI:0.478 Max W eb CSI:0.409 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ1 Ply: 1 Qty:1 SEQN:14014 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T6 DrwNo:079.20.1313.39759 AK /DF 03/19/2020 5'0"10 5'0"10 9'10"13 4'10"2 4'10"14 4'10"14 9'6"15 4'8" 9'10"13 3"142'4"5 7"8 3'6"83'11"12' 15'3" A B C D E FGH 3.54 12 4X5(E1) 3X4 1.5X4 3X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 7-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at BC Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 582 /-/-/-/178 /- F 378 /-/-/-/69 /- E 316 /-/-/-/181 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 316 -854 Chords Tens.Comp. C - D 311 -847 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 787 -293 Chords Tens.Comp. H - G 780 -296 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 317 -833 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.027 C 999 360 VERT(CL):-0.063 C 999 240 HORZ(LL):-0.010 C - - HORZ(TL):0.023 C - - Creep Factor: 2.0 Max TC CSI:0.881 Max BC CSI:0.478 Max W eb CSI:0.409 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ1 Ply: 1 Qty:1 SEQN:14014 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T6 DrwNo:079.20.1313.39759 AK /DF 03/19/2020 5'0"10 5'0"10 9'10"13 4'10"2 4'10"14 4'10"14 9'6"15 4'8" 9'10"13 3"142'4"5 7"8 3'6"83'11"12' 15'3" A B C D E FGH 3.54 12 4X5(E1) 3X4 1.5X4 3X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 5-8-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 414 /-/-/-/123 /- F 232 /-/-/-/37 /- E 212 /-/-/-/124 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 302 -719 Chords Tens.Comp. C - D 258 -439 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 409 -240 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 255 -434 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 C 999 360 VERT(CL):0.020 D 999 240 HORZ(LL):0.003 C - - HORZ(TL):0.008 C - - Creep Factor: 2.0 Max TC CSI:0.611 Max BC CSI:0.457 Max W eb CSI:0.221 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ2 Ply: 1 Qty:1 SEQN:12054 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T262 DrwNo:079.20.1313.35015 AK /DF 03/19/2020 3'11"9 3'11"9 8'0"3 4'0"9 7'8"2 7'8"2 8'0"3 4"2'4"5 7"8 2'11"143'4"512' 14'8"6 A B C D E FG 3.54 12 4X5(E1) 3X4 1.5X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 5-8-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 414 /-/-/-/123 /- F 232 /-/-/-/37 /- E 212 /-/-/-/124 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 302 -719 Chords Tens.Comp. C - D 258 -439 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 409 -240 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 255 -434 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 C 999 360 VERT(CL):0.020 D 999 240 HORZ(LL):0.003 C - - HORZ(TL):0.008 C - - Creep Factor: 2.0 Max TC CSI:0.611 Max BC CSI:0.457 Max W eb CSI:0.221 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ2 Ply: 1 Qty:1 SEQN:12054 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T262 DrwNo:079.20.1313.35015 AK /DF 03/19/2020 3'11"9 3'11"9 8'0"3 4'0"9 7'8"2 7'8"2 8'0"3 4"2'4"5 7"8 2'11"143'4"512' 14'8"6 A B C D E FG 3.54 12 4X5(E1) 3X4 1.5X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 4-4-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 373 /-/-/-/101 /- E 56 /-/-/22 /-/- D 166 /-/-/-/107 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.011 C - - HORZ(TL):0.014 C - - Creep Factor: 2.0 Max TC CSI:0.869 Max BC CSI:0.179 Max W eb CSI:0.094 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ3 Ply: 1 Qty:1 SEQN:12043 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T7 DrwNo:079.20.1313.27230 AK /DF 03/19/2020 6'1"9 6'1"92'4"5 7"8 2'5"32'9"1012' 14'1"11 A B C D E 3.54 12 4X5(E1) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 4-4-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 373 /-/-/-/101 /- E 56 /-/-/22 /-/- D 166 /-/-/-/107 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.011 C - - HORZ(TL):0.014 C - - Creep Factor: 2.0 Max TC CSI:0.869 Max BC CSI:0.179 Max W eb CSI:0.094 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ3 Ply: 1 Qty:1 SEQN:12043 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T7 DrwNo:079.20.1313.27230 AK /DF 03/19/2020 6'1"9 6'1"92'4"5 7"8 2'5"32'9"1012' 14'1"11 A B C D E 3.54 12 4X5(E1) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 3-10-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 298 /-/-/-/81 /- F 32 /-/-/-/6 /- E 144 /-/-/-/62 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.017 G 999 360 VERT(CL):0.039 G 999 240 HORZ(LL):0.005 D - - HORZ(TL):0.013 D - - Creep Factor: 2.0 Max TC CSI:0.673 Max BC CSI:0.066 Max W eb CSI:0.057 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ4 Ply: 1 Qty:2 SEQN:12142 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T197 DrwNo:079.20.1313.32550 AK /DF 03/19/2020 4'3"7 4'3"7 5'5"12 1'2"6 4'8"11 4'8"11 5'5"12 9"22'4"5 7"8 10"1'4"142'2"142'7"612' 12'10" 13'11"6 A B C D E F GHI 3.54 12 4X5(E1) 3X4 3X31.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 3-10-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 298 /-/-/-/81 /- F 32 /-/-/-/6 /- E 144 /-/-/-/62 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.017 G 999 360 VERT(CL):0.039 G 999 240 HORZ(LL):0.005 D - - HORZ(TL):0.013 D - - Creep Factor: 2.0 Max TC CSI:0.673 Max BC CSI:0.066 Max W eb CSI:0.057 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ4 Ply: 1 Qty:2 SEQN:12142 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T197 DrwNo:079.20.1313.32550 AK /DF 03/19/2020 4'3"7 4'3"7 5'5"12 1'2"6 4'8"11 4'8"11 5'5"12 9"22'4"5 7"8 10"1'4"142'2"142'7"612' 12'10" 13'11"6 A B C D E F GHI 3.54 12 4X5(E1) 3X4 3X31.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 2-8-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 297 /-/-/-/73 /- E 14 /-/-/10 /-/- D 14 /-/-/-/29 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.005 C - - HORZ(TL):0.012 C - - Creep Factor: 2.0 Max TC CSI:0.734 Max BC CSI:0.068 Max W eb CSI:0.075 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ5 Ply: 1 Qty:1 SEQN:12151 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T196 DrwNo:079.20.1313.28229 AK /DF 03/19/2020 3'9"4 3'9"42'4"5 7"8 1'8"142'1"512' 13'5"6 A B C D E 3.54 12 4X5(E1) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 2-8-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 297 /-/-/-/73 /- E 14 /-/-/10 /-/- D 14 /-/-/-/29 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.005 C - - HORZ(TL):0.012 C - - Creep Factor: 2.0 Max TC CSI:0.734 Max BC CSI:0.068 Max W eb CSI:0.075 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ5 Ply: 1 Qty:1 SEQN:12151 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T196 DrwNo:079.20.1313.28229 AK /DF 03/19/2020 3'9"4 3'9"42'4"5 7"8 1'8"142'1"512' 13'5"6 A B C D E 3.54 12 4X5(E1) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 2-3-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 269 /-/-/-/65 /- E 9 /-/-/8 /-/- D -/-11 /-/-/16 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.004 C - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.635 Max BC CSI:0.047 Max W eb CSI:0.053 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ6 Ply: 1 Qty:1 SEQN:12136 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T256 DrwNo:079.20.1313.38509 AK /DF 03/19/2020 3'2"9 3'2"92'4"5 7"8 1'6"141'11"512' 13'3"6 A B C D E 3.54 12 4X5(E1) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 2-3-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 269 /-/-/-/65 /- E 9 /-/-/8 /-/- D -/-11 /-/-/16 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.004 C - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.635 Max BC CSI:0.047 Max W eb CSI:0.053 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ6 Ply: 1 Qty:1 SEQN:12136 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T256 DrwNo:079.20.1313.38509 AK /DF 03/19/2020 3'2"9 3'2"92'4"5 7"8 1'6"141'11"512' 13'3"6 A B C D E 3.54 12 4X5(E1) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 6-3-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 512 /-/-/-/153 /- F 285 /-/-/-/45 /- E 259 /-/-/-/152 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 447 -1003 Chords Tens.Comp. C - D 323 -551 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 512 -300 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 318 -543 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.016 C 999 360 VERT(CL):-0.037 C 999 240 HORZ(LL):0.006 C - - HORZ(TL):0.014 C - - Creep Factor: 2.0 Max TC CSI:0.888 Max BC CSI:0.601 Max W eb CSI:0.336 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ7 Ply: 1 Qty:2 SEQN:12127 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T232 DrwNo:079.20.1313.29493 AK /DF 03/19/2020 4'4"11 4'4"11 8'10"7 4'5"11 8'6"6 8'6"6 8'10"7 4"2'4"5 7"8 3'2"143'7"512' 14'11"6 A B C D E FG 3.54 12 4X5(E1) 3X4 1.5X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 6-3-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 512 /-/-/-/153 /- F 285 /-/-/-/45 /- E 259 /-/-/-/152 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 447 -1003 Chords Tens.Comp. C - D 323 -551 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 512 -300 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 318 -543 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.016 C 999 360 VERT(CL):-0.037 C 999 240 HORZ(LL):0.006 C - - HORZ(TL):0.014 C - - Creep Factor: 2.0 Max TC CSI:0.888 Max BC CSI:0.601 Max W eb CSI:0.336 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ7 Ply: 1 Qty:2 SEQN:12127 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T232 DrwNo:079.20.1313.29493 AK /DF 03/19/2020 4'4"11 4'4"11 8'10"7 4'5"11 8'6"6 8'6"6 8'10"7 4"2'4"5 7"8 3'2"143'7"512' 14'11"6 A B C D E FG 3.54 12 4X5(E1) 3X4 1.5X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.654' Loading Hipjack supports 6-1-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 498 /-/-/-/147 /- F 266 /-/-/-/41 /- E 247 /-/-/-/145 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 428 -937 Chords Tens.Comp. C - D 298 -504 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 466 -275 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 293 -496 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.015 C 999 360 VERT(CL):-0.035 C 999 240 HORZ(LL):0.006 C - - HORZ(TL):0.013 C - - Creep Factor: 2.0 Max TC CSI:0.899 Max BC CSI:0.554 Max W eb CSI:0.312 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ8 Ply: 1 Qty:1 SEQN:12116 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T199 DrwNo:079.20.1313.28323 AK /DF 03/19/2020 4'3"5 4'3"5 8'7"9 4'4"5 8'3"6 8'3"6 8'7"9 4"42'4"5 7"12 3'2"43'6"812' 14'10"12 A B C D E FG 3.54 12 4X6(E5) 3X4 1.5X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.654' Loading Hipjack supports 6-1-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 498 /-/-/-/147 /- F 266 /-/-/-/41 /- E 247 /-/-/-/145 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 428 -937 Chords Tens.Comp. C - D 298 -504 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 466 -275 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 293 -496 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.015 C 999 360 VERT(CL):-0.035 C 999 240 HORZ(LL):0.006 C - - HORZ(TL):0.013 C - - Creep Factor: 2.0 Max TC CSI:0.899 Max BC CSI:0.554 Max W eb CSI:0.312 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ8 Ply: 1 Qty:1 SEQN:12116 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T199 DrwNo:079.20.1313.28323 AK /DF 03/19/2020 4'3"5 4'3"5 8'7"9 4'4"5 8'3"6 8'3"6 8'7"9 4"42'4"5 7"12 3'2"43'6"812' 14'10"12 A B C D E FG 3.54 12 4X6(E5) 3X4 1.5X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 4-3-3 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 371 /-/-/-/100 /- F 39 /-/-/-/2 /- E 173 /-/-/-/79 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.030 G 999 360 VERT(CL):0.071 G 999 240 HORZ(LL):0.010 D - - HORZ(TL):0.023 D - - Creep Factor: 2.0 Max TC CSI:0.980 Max BC CSI:0.084 Max W eb CSI:0.085 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ9 Ply: 1 Qty:1 SEQN:12104 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T167 DrwNo:079.20.1313.40101 AK /DF 03/19/2020 4'5"6 4'5"6 6'0"7 1'7"1 4'8"10 4'8"10 6'0"7 1'3"132'4"6 7"8 1'1'4"142'4"142'9"512' 13' 14'1"6 A B C D E F GHI 3.54 12 4X5(E1) 3X4 3X31.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.774' Loading Hipjack supports 4-3-3 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 371 /-/-/-/100 /- F 39 /-/-/-/2 /- E 173 /-/-/-/79 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.030 G 999 360 VERT(CL):0.071 G 999 240 HORZ(LL):0.010 D - - HORZ(TL):0.023 D - - Creep Factor: 2.0 Max TC CSI:0.980 Max BC CSI:0.084 Max W eb CSI:0.085 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ9 Ply: 1 Qty:1 SEQN:12104 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T167 DrwNo:079.20.1313.40101 AK /DF 03/19/2020 4'5"6 4'5"6 6'0"7 1'7"1 4'8"10 4'8"10 6'0"7 1'3"132'4"6 7"8 1'1'4"142'4"142'9"512' 13' 14'1"6 A B C D E F GHI 3.54 12 4X5(E1) 3X4 3X31.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Hipjack supports 4-9-12 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 562 /-/-/-/117 /- F 55 /-/-/-/1 /- E 226 /-/-/-/106 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.093 J 856 360 VERT(CL):0.245 J 325 240 HORZ(LL):0.022 C - - HORZ(TL):0.057 C - - Creep Factor: 2.0 Max TC CSI:0.799 Max BC CSI:0.185 Max W eb CSI:0.126 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ10 Ply: 1 Qty:1 SEQN:12093 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T294 DrwNo:079.20.1313.26639 AK /DF 03/19/2020 3'2"9 3'2"9 6'9"11 3'7"2 3'7"13 3'7"13 5'4"11 1'8"14 6'9"11 1'5"2'4"5 5"14 1'1'1"22'1"22'5"812' 13' 13'9"10 A B C D E F GHI JKL 2.83 12 2X4(A1) 1.5X43X3 1.5X4 3X31.5X4(**) 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Hipjack supports 4-9-12 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 562 /-/-/-/117 /- F 55 /-/-/-/1 /- E 226 /-/-/-/106 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.093 J 856 360 VERT(CL):0.245 J 325 240 HORZ(LL):0.022 C - - HORZ(TL):0.057 C - - Creep Factor: 2.0 Max TC CSI:0.799 Max BC CSI:0.185 Max W eb CSI:0.126 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ10 Ply: 1 Qty:1 SEQN:12093 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T294 DrwNo:079.20.1313.26639 AK /DF 03/19/2020 3'2"9 3'2"9 6'9"11 3'7"2 3'7"13 3'7"13 5'4"11 1'8"14 6'9"11 1'5"2'4"5 5"14 1'1'1"22'1"22'5"812' 13' 13'9"10 A B C D E F GHI JKL 2.83 12 2X4(A1) 1.5X43X3 1.5X4 3X31.5X4(**) 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.475' Loading The following trusses need concentrated loads at the end of their overhangs: 4-0-0 span/setback member on the 0-8-0 cant side requires 87 lbs and the 4-0-0 span/setback member on the 0-8-0 cant side requires 87 lbs. Sub-fascia beam assumptions: 5-8-0 sub-fascia beam on the 0-8-0 cantilever side. 5-8-0 sub-fascia beam on the 0-8-0 cantilever side. Hipjack supports 5-0-4 setback jacks with 0-8-0 cantilever one face; 0-8-0 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 589 /-/-/-/157 /- E 53 /-/-/28 /-/- D 164 /-/-/-/94 /- Wind reactions based on MWFRS B Brg Width = 4.9 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 857 -382 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 408 -913 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 E 339 360 VERT(CL):0.092 C 778 240 HORZ(LL):-0.022 C - - HORZ(TL):0.050 C - - Creep Factor: 2.0 Max TC CSI:0.577 Max BC CSI:0.551 Max W eb CSI:0.170 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ11 Ply: 1 Qty:1 SEQN:12090 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T331 DrwNo:079.20.1313.33065 AK /DF 03/19/2020 11"5 7'1"3 7'1"32'4"5 5"14 2'2"2'6"612' 13'10"8 A B C D E 2.83 12 2X4(C6) 3X6(C6) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.475' Loading The following trusses need concentrated loads at the end of their overhangs: 4-0-0 span/setback member on the 0-8-0 cant side requires 87 lbs and the 4-0-0 span/setback member on the 0-8-0 cant side requires 87 lbs. Sub-fascia beam assumptions: 5-8-0 sub-fascia beam on the 0-8-0 cantilever side. 5-8-0 sub-fascia beam on the 0-8-0 cantilever side. Hipjack supports 5-0-4 setback jacks with 0-8-0 cantilever one face; 0-8-0 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 589 /-/-/-/157 /- E 53 /-/-/28 /-/- D 164 /-/-/-/94 /- Wind reactions based on MWFRS B Brg Width = 4.9 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 857 -382 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 408 -913 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 E 339 360 VERT(CL):0.092 C 778 240 HORZ(LL):-0.022 C - - HORZ(TL):0.050 C - - Creep Factor: 2.0 Max TC CSI:0.577 Max BC CSI:0.551 Max W eb CSI:0.170 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ11 Ply: 1 Qty:1 SEQN:12090 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T331 DrwNo:079.20.1313.33065 AK /DF 03/19/2020 11"5 7'1"3 7'1"32'4"5 5"14 2'2"2'6"612' 13'10"8 A B C D E 2.83 12 2X4(C6) 3X6(C6) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.536' Loading Hipjack supports 7-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at BC Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 582 /-/-/-/264 /- E 318 /-/-/-/241 /- F 376 /-/-/-/113 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- F Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 438 -838 Chords Tens.Comp. C - D 434 -833 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 770 -405 Chords Tens.Comp. H - G 762 -408 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 441 -824 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.025 C 999 360 VERT(CL):-0.058 C 999 240 HORZ(LL):-0.010 C - - HORZ(TL):0.023 C - - Creep Factor: 2.0 Max TC CSI:0.883 Max BC CSI:0.635 Max W eb CSI:0.365 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ12 Ply: 1 Qty:4 SEQN:11503 /HIP_ FROM: GLM Cust: R 761 JRef:1WTP7610004 T158 DrwNo:079.20.1313.42239 AK /DF 03/19/2020 5'0"10 5'0"10 9'10"13 4'10"2 4'10"14 4'10"14 9'3"10 4'4"12 9'10"13 7"32'4"5 7"15 3'6"153'11"20' 23'3"5 A B C D E FGH 3.54 12 4X6(E5) 3X4 1.5X4 3X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.536' Loading Hipjack supports 7-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at BC Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 582 /-/-/-/264 /- E 318 /-/-/-/241 /- F 376 /-/-/-/113 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- F Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 438 -838 Chords Tens.Comp. C - D 434 -833 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 770 -405 Chords Tens.Comp. H - G 762 -408 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 441 -824 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.025 C 999 360 VERT(CL):-0.058 C 999 240 HORZ(LL):-0.010 C - - HORZ(TL):0.023 C - - Creep Factor: 2.0 Max TC CSI:0.883 Max BC CSI:0.635 Max W eb CSI:0.365 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ12 Ply: 1 Qty:4 SEQN:11503 /HIP_ FROM: GLM Cust: R 761 JRef:1WTP7610004 T158 DrwNo:079.20.1313.42239 AK /DF 03/19/2020 5'0"10 5'0"10 9'10"13 4'10"2 4'10"14 4'10"14 9'3"10 4'4"12 9'10"13 7"32'4"5 7"15 3'6"153'11"20' 23'3"5 A B C D E FGH 3.54 12 4X6(E5) 3X4 1.5X4 3X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 5-9-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 430 /-/-/-/227 /- E 241 /-/-/-/78 /- D 213 /-/-/-/191 /- Wind reactions based on MWFRS B Brg Width = 8.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 394 -467 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 428 -357 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 381 -456 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.41 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.023 C 999 360 VERT(CL):0.030 C 999 240 HORZ(LL):-0.007 F - - HORZ(TL):0.008 F - - Creep Factor: 2.0 Max TC CSI:0.598 Max BC CSI:0.528 Max W eb CSI:0.149 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ13 Ply: 1 Qty:1 SEQN:12204 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T46 DrwNo:079.20.1313.42066 AK /DF 03/19/2020 4'3" 4'3" 8'1"15 3'10"15 7'9"14 7'9"14 8'1"15 4"12'4"5 5"15 2'10"133'4"1324'0"12 26'8"1 A B C D E F 3.54 12 2X4(A1) 1.5X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 5-9-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 430 /-/-/-/227 /- E 241 /-/-/-/78 /- D 213 /-/-/-/191 /- Wind reactions based on MWFRS B Brg Width = 8.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 394 -467 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 428 -357 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 381 -456 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.41 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.023 C 999 360 VERT(CL):0.030 C 999 240 HORZ(LL):-0.007 F - - HORZ(TL):0.008 F - - Creep Factor: 2.0 Max TC CSI:0.598 Max BC CSI:0.528 Max W eb CSI:0.149 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ13 Ply: 1 Qty:1 SEQN:12204 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T46 DrwNo:079.20.1313.42066 AK /DF 03/19/2020 4'3" 4'3" 8'1"15 3'10"15 7'9"14 7'9"14 8'1"15 4"12'4"5 5"15 2'10"133'4"1324'0"12 26'8"1 A B C D E F 3.54 12 2X4(A1) 1.5X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Hipjack supports 6-1-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide hanger or special connection at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 648 /-/-/-/266 /- G 546 /-/1 /-/316 /0 F -/-99 /-/15 /-/- Wind reactions based on MWFRS B Brg Width = 8.5 Min Req =1.5 G Brg Width = 1.5 Min Req =- F Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 305 -529 Chords Tens.Comp. D - E 376 -602 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 451 -270 O - M 802 -488 Chords Tens.Comp. L - I 633 -388 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 361 -639 Webs Tens.Comp. E - H 446 -716 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.48 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.156 D 652 360 VERT(CL):0.328 D 310 240 HORZ(LL):-0.108 H - - HORZ(TL):0.227 H - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.409 Max W eb CSI:0.907 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ14 Ply: 1 Qty:2 SEQN:12228 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T29 DrwNo:079.20.1313.30553 AK /DF 03/19/2020 3'1"8 3'1"8 5'7"1 2'5"9 8'7"9 3'0"9 3'5" 3'5" 5'9"5 2'4"5 7'3"11 1'6"6 8'4"15 1'1"4 8'7"9 2"10 2'4"5 5"15 2'6"81'6"3'0"83'6"824'0"12 24'6"12 26'9"12 A B C D E F GH IJK LM NOP 3.54 12 2X4(A1)3X41.5X4 3X4 3X3 1.5X4(**)3X3 3X3 1.5X6 6X6 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Hipjack supports 6-1-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide hanger or special connection at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 648 /-/-/-/266 /- G 546 /-/1 /-/316 /0 F -/-99 /-/15 /-/- Wind reactions based on MWFRS B Brg Width = 8.5 Min Req =1.5 G Brg Width = 1.5 Min Req =- F Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 305 -529 Chords Tens.Comp. D - E 376 -602 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 451 -270 O - M 802 -488 Chords Tens.Comp. L - I 633 -388 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 361 -639 Webs Tens.Comp. E - H 446 -716 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.48 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.156 D 652 360 VERT(CL):0.328 D 310 240 HORZ(LL):-0.108 H - - HORZ(TL):0.227 H - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.409 Max W eb CSI:0.907 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ14 Ply: 1 Qty:2 SEQN:12228 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T29 DrwNo:079.20.1313.30553 AK /DF 03/19/2020 3'1"8 3'1"8 5'7"1 2'5"9 8'7"9 3'0"9 3'5" 3'5" 5'9"5 2'4"5 7'3"11 1'6"6 8'4"15 1'1"4 8'7"9 2"10 2'4"5 5"15 2'6"81'6"3'0"83'6"824'0"12 24'6"12 26'9"12 A B C D E F GH IJK LM NOP 3.54 12 2X4(A1)3X41.5X4 3X4 3X3 1.5X4(**)3X3 3X3 1.5X6 6X6 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 4-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 312 /-/-/-/154 /- E 78 /-/-/-/28 /- D 106 /-/-/-/84 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 G 999 360 VERT(CL):0.021 G 999 240 HORZ(LL):-0.003 F - - HORZ(TL):0.005 F - - Creep Factor: 2.0 Max TC CSI:0.574 Max BC CSI:0.174 Max W eb CSI:0.113 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ15 Ply: 1 Qty:1 SEQN:12240 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T164 DrwNo:079.20.1313.39601 AK /DF 03/19/2020 3'4"5 3'4"5 5'7"14 2'3"9 3'7"13 3'7"13 5'5"10 1'9"13 5'7"14 2"42'4"5 5"15 1'7"152'1"152'8"24'0"12 24'6"12 25'11"3 A B C D E F GHI 3.54 12 2X4(A1)3X31.5X4 3X4 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 4-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 312 /-/-/-/154 /- E 78 /-/-/-/28 /- D 106 /-/-/-/84 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 G 999 360 VERT(CL):0.021 G 999 240 HORZ(LL):-0.003 F - - HORZ(TL):0.005 F - - Creep Factor: 2.0 Max TC CSI:0.574 Max BC CSI:0.174 Max W eb CSI:0.113 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ15 Ply: 1 Qty:1 SEQN:12240 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T164 DrwNo:079.20.1313.39601 AK /DF 03/19/2020 3'4"5 3'4"5 5'7"14 2'3"9 3'7"13 3'7"13 5'5"10 1'9"13 5'7"14 2"42'4"5 5"15 1'7"152'1"152'8"24'0"12 24'6"12 25'11"3 A B C D E F GHI 3.54 12 2X4(A1)3X31.5X4 3X4 3X3 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. The following trusses need concentrated loads at the end of their overhangs: 0-0-0 span/setback member on the 0-6-0 cant side requires 59 lbs and the 0-0-0 span/setback member on the 0-6-0 cant side requires 59 lbs. Sub-fascia beam assumptions: 1-8-12 sub-fascia beam on the 0-6-0 cantilever side. 1-8-12 sub-fascia beam on the 0-6-0 cantilever side. Hipjack supports 6-10-12 setback jacks with 0-6-0 cantilever one face; 0-6-0 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 807 /-/-/-/382 /- F 284 /-/-/-/119 /- E 250 /-/-/-/244 /- Wind reactions based on MWFRS H Brg Width = 4.9 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.019 G 999 360 VERT(CL):0.041 G 999 240 HORZ(LL):0.011 D - - HORZ(TL):0.026 D - - Creep Factor: 2.0 Max TC CSI:0.944 Max BC CSI:0.760 Max W eb CSI:0.289 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ16 Ply: 1 Qty:2 SEQN:12307 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T264 DrwNo:079.20.1313.40100 AK /DF 03/19/2020 8"7 10"15 10"15 5'4"7 4'5"8 9'9" 4'4"8 9"7 9"7 9'4"8 8'7"1 9'7"8 3"2'5"63'11"6'9"24'0"12 30'6"4 A B C D E FGHI 3.54 12 3X4 1.5X4 1.5X4 3X8 3X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. The following trusses need concentrated loads at the end of their overhangs: 0-0-0 span/setback member on the 0-6-0 cant side requires 59 lbs and the 0-0-0 span/setback member on the 0-6-0 cant side requires 59 lbs. Sub-fascia beam assumptions: 1-8-12 sub-fascia beam on the 0-6-0 cantilever side. 1-8-12 sub-fascia beam on the 0-6-0 cantilever side. Hipjack supports 6-10-12 setback jacks with 0-6-0 cantilever one face; 0-6-0 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 807 /-/-/-/382 /- F 284 /-/-/-/119 /- E 250 /-/-/-/244 /- Wind reactions based on MWFRS H Brg Width = 4.9 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.019 G 999 360 VERT(CL):0.041 G 999 240 HORZ(LL):0.011 D - - HORZ(TL):0.026 D - - Creep Factor: 2.0 Max TC CSI:0.944 Max BC CSI:0.760 Max W eb CSI:0.289 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ16 Ply: 1 Qty:2 SEQN:12307 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T264 DrwNo:079.20.1313.40100 AK /DF 03/19/2020 8"7 10"15 10"15 5'4"7 4'5"8 9'9" 4'4"8 9"7 9"7 9'4"8 8'7"1 9'7"8 3"2'5"63'11"6'9"24'0"12 30'6"4 A B C D E FGHI 3.54 12 3X4 1.5X4 1.5X4 3X8 3X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 5-0-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 374 /-/-/-/192 /- D 81 /-/-/24 /-/- C 252 /-/-/-/222 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.007 D - - HORZ(TL):0.012 D - - Creep Factor: 2.0 Max TC CSI:0.849 Max BC CSI:0.323 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ17 Ply: 1 Qty:1 SEQN:12316 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T35 DrwNo:079.20.1313.27544 AK /DF 03/19/2020 7'1"9 7'1"92'4"5 5"15 2'7"33'1"324'0"12 26'4"7 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 5-0-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 374 /-/-/-/192 /- D 81 /-/-/24 /-/- C 252 /-/-/-/222 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.007 D - - HORZ(TL):0.012 D - - Creep Factor: 2.0 Max TC CSI:0.849 Max BC CSI:0.323 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ17 Ply: 1 Qty:1 SEQN:12316 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T35 DrwNo:079.20.1313.27544 AK /DF 03/19/2020 7'1"9 7'1"92'4"5 5"15 2'7"33'1"324'0"12 26'4"7 A B C D 3.54 12 2X4(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 3-4-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 285 /-/-/-/136 /- D 22 /-/-/17 /-/- C 87 /-/-/-/86 /- Wind reactions based on MWFRS B Brg Width = 8.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.92 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.598 Max BC CSI:0.147 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ18 Ply: 1 Qty:2 SEQN:12319 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T131 DrwNo:079.20.1313.28494 AK /DF 03/19/2020 4'9"4 4'9"42'4"5 5"15 1'10"132'4"1424'0"12 25'8"1 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 3-4-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 285 /-/-/-/136 /- D 22 /-/-/17 /-/- C 87 /-/-/-/86 /- Wind reactions based on MWFRS B Brg Width = 8.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.92 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.598 Max BC CSI:0.147 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ18 Ply: 1 Qty:2 SEQN:12319 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T131 DrwNo:079.20.1313.28494 AK /DF 03/19/2020 4'9"4 4'9"42'4"5 5"15 1'10"132'4"1424'0"12 25'8"1 A B C D 3.54 12 2X4(A1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Hipjack supports 3-4-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 285 /-/-/-/136 /- E 15 /-/-/-/9 /- D 93 /-/-/-/60 /- Wind reactions based on MWFRS B Brg Width = 8.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.92 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.007 F 999 360 VERT(CL):0.009 F 999 240 HORZ(LL):-0.002 H - - HORZ(TL):0.004 H - - Creep Factor: 2.0 Max TC CSI:0.598 Max BC CSI:0.153 Max W eb CSI:0.024 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ19 Ply: 1 Qty:1 SEQN:11661 /HIP_ FROM: GLM Cust: R 761 JRef:1WTP7610004 T145 DrwNo:079.20.1313.32394 AK /DF 03/19/2020 3'11"14 3'11"14 4'9"5 9"6 4'4"8 4'4"8 4'9"5 4"132'4"4 5"15 1'10"13 1'10"132'4"1424'0"12 25'0"12 25'8"1 A B C D EFGH 3.54 12 2X4(A1) 3X3 1.5X4(**) 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Hipjack supports 3-4-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 285 /-/-/-/136 /- E 15 /-/-/-/9 /- D 93 /-/-/-/60 /- Wind reactions based on MWFRS B Brg Width = 8.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.92 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.007 F 999 360 VERT(CL):0.009 F 999 240 HORZ(LL):-0.002 H - - HORZ(TL):0.004 H - - Creep Factor: 2.0 Max TC CSI:0.598 Max BC CSI:0.153 Max W eb CSI:0.024 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ19 Ply: 1 Qty:1 SEQN:11661 /HIP_ FROM: GLM Cust: R 761 JRef:1WTP7610004 T145 DrwNo:079.20.1313.32394 AK /DF 03/19/2020 3'11"14 3'11"14 4'9"5 9"6 4'4"8 4'4"8 4'9"5 4"132'4"4 5"15 1'10"13 1'10"132'4"1424'0"12 25'0"12 25'8"1 A B C D EFGH 3.54 12 2X4(A1) 3X3 1.5X4(**) 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 6-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 449 /-/-/-/239 /- E 267 /-/-/-/87 /- D 229 /-/-/-/207 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 435 -521 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 480 -396 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 422 -511 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.46 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.026 C 999 360 VERT(CL):0.034 C 999 240 HORZ(LL):-0.008 E - - HORZ(TL):0.010 E - - Creep Factor: 2.0 Max TC CSI:0.598 Max BC CSI:0.581 Max W eb CSI:0.180 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ20 Ply: 1 Qty:1 SEQN:12187 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T132 DrwNo:079.20.1313.42799 AK /DF 03/19/2020 4'4"15 4'4"15 8'5"13 4'0"14 8'1"13 8'1"13 8'5"13 4"12'4"5 5"15 2'11"153'6"24'0"12 26'9"3 A B C D E F 3.54 12 2X4(A1) 1.5X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 6-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 449 /-/-/-/239 /- E 267 /-/-/-/87 /- D 229 /-/-/-/207 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 435 -521 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 480 -396 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 422 -511 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.46 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.026 C 999 360 VERT(CL):0.034 C 999 240 HORZ(LL):-0.008 E - - HORZ(TL):0.010 E - - Creep Factor: 2.0 Max TC CSI:0.598 Max BC CSI:0.581 Max W eb CSI:0.180 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ20 Ply: 1 Qty:1 SEQN:12187 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T132 DrwNo:079.20.1313.42799 AK /DF 03/19/2020 4'4"15 4'4"15 8'5"13 4'0"14 8'1"13 8'1"13 8'5"13 4"12'4"5 5"15 2'11"153'6"24'0"12 26'9"3 A B C D E F 3.54 12 2X4(A1) 1.5X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 6-10-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 550 /-/-/-/171 /- I 758 /-/-/-/583 /- F 56 /-/-/96 /-/- E 34 /-23 /-/-/16 /- Wind reactions based on MWFRS B Brg Width = 8.7 Min Req =1.5 I Brg Width = 6.5 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearings B & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 223 -390 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - H 521 -509 Webs Tens.Comp. H - D 526 -488 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.013 C 999 360 VERT(CL):-0.017 G 999 240 HORZ(LL):-0.005 I - - HORZ(TL):0.006 E - - Creep Factor: 2.0 Max TC CSI:0.448 Max BC CSI:0.376 Max W eb CSI:0.132 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ21 Ply: 1 Qty:2 SEQN:12358 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T114 DrwNo:079.20.1313.29058 AK /DF 03/19/2020 8'2"11 4'3"1 4'3"1 8'3"2 4' 9'8"5 1'5"3 8'3"15 8'3"15 9'6"1 1'2"2 9'8"5 2"4 1'9"9 6"1 1'3'3"14'3"14'9"124'0"12 25'0"12 28'0"5 A B C D E F GH I 4.64 12 3X4(B1) 1.5X4 6X63X3 3X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 6-10-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 550 /-/-/-/171 /- I 758 /-/-/-/583 /- F 56 /-/-/96 /-/- E 34 /-23 /-/-/16 /- Wind reactions based on MWFRS B Brg Width = 8.7 Min Req =1.5 I Brg Width = 6.5 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearings B & I Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 223 -390 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - H 521 -509 Webs Tens.Comp. H - D 526 -488 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.013 C 999 360 VERT(CL):-0.017 G 999 240 HORZ(LL):-0.005 I - - HORZ(TL):0.006 E - - Creep Factor: 2.0 Max TC CSI:0.448 Max BC CSI:0.376 Max W eb CSI:0.132 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ21 Ply: 1 Qty:2 SEQN:12358 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T114 DrwNo:079.20.1313.29058 AK /DF 03/19/2020 8'2"11 4'3"1 4'3"1 8'3"2 4' 9'8"5 1'5"3 8'3"15 8'3"15 9'6"1 1'2"2 9'8"5 2"4 1'9"9 6"1 1'3'3"14'3"14'9"124'0"12 25'0"12 28'0"5 A B C D E F GH I 4.64 12 3X4(B1) 1.5X4 6X63X3 3X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 98 /-/-/77 /56 /55 C 49 /-/-/38 /8 /- B 39 /-/-/30 /70 /- Wind reactions based on MWFRS A Brg Width = 7.2 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.198 Max BC CSI:0.081 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ22 Ply: 1 Qty:2 SEQN:11969 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T175 DrwNo:079.20.1313.31084 AK /DF 03/19/2020 2'7"2 2'7"2 6"2 1'4"1524'0"12 25'2"3 A B C 4.16 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 98 /-/-/77 /56 /55 C 49 /-/-/38 /8 /- B 39 /-/-/30 /70 /- Wind reactions based on MWFRS A Brg Width = 7.2 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.198 Max BC CSI:0.081 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ22 Ply: 1 Qty:2 SEQN:11969 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T175 DrwNo:079.20.1313.31084 AK /DF 03/19/2020 2'7"2 2'7"2 6"2 1'4"1524'0"12 25'2"3 A B C 4.16 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 5-2-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 343 /-/-/-/178 /- E 235 /-/-/-/107 /- D 134 /-/-/-/109 /- Wind reactions based on MWFRS B Brg Width = 7.2 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 273 -420 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.49 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.017 G 999 360 VERT(CL):0.034 G 999 240 HORZ(LL):-0.008 F - - HORZ(TL):0.016 F - - Creep Factor: 2.0 Max TC CSI:0.415 Max BC CSI:0.244 Max W eb CSI:0.393 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ23 Ply: 1 Qty:2 SEQN:12349 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T182 DrwNo:079.20.1313.28947 AK /DF 03/19/2020 4'9"7 4'9"7 7'4"1 2'6"10 5'0"15 5'0"15 7'0"6 1'11"7 7'4"1 3"112'0"1 6"2'6"93'0"93'6"924'0"12 24'6"12 26'9"13 A B C D EF GHI 4.16 12 2X5(B1)3X31.5X4 3X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 5-2-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 343 /-/-/-/178 /- E 235 /-/-/-/107 /- D 134 /-/-/-/109 /- Wind reactions based on MWFRS B Brg Width = 7.2 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 273 -420 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.49 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.017 G 999 360 VERT(CL):0.034 G 999 240 HORZ(LL):-0.008 F - - HORZ(TL):0.016 F - - Creep Factor: 2.0 Max TC CSI:0.415 Max BC CSI:0.244 Max W eb CSI:0.393 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:KJ23 Ply: 1 Qty:2 SEQN:12349 /HIP_ FROM: Cust: R 761 JRef:1WTP7610004 T182 DrwNo:079.20.1313.28947 AK /DF 03/19/2020 4'9"7 4'9"7 7'4"1 2'6"10 5'0"15 5'0"15 7'0"6 1'11"7 7'4"1 3"112'0"1 6"2'6"93'0"93'6"924'0"12 24'6"12 26'9"13 A B C D EF GHI 4.16 12 2X5(B1)3X31.5X4 3X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 385 /-/-/310 /161 /48 D -/-27 /-/27 /26 /- C -/-105 /-/65 /97 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.548 Max BC CSI:0.037 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C1 Ply: 1 Qty:13 SEQN:12025 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T177 DrwNo:079.20.1313.36747 AK /DF 03/19/2020 1'0"7 1'0"71'8" 7"12 1'0"151'5"512' 12'9"7 A B C D 5 12 2X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 385 /-/-/310 /161 /48 D -/-27 /-/27 /26 /- C -/-105 /-/65 /97 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.548 Max BC CSI:0.037 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C1 Ply: 1 Qty:13 SEQN:12025 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T177 DrwNo:079.20.1313.36747 AK /DF 03/19/2020 1'0"7 1'0"71'8" 7"12 1'0"151'5"512' 12'9"7 A B C D 5 12 2X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 340 /-/-/264 /103 /84 E 55 /-/-/44 /3 /- D 68 /-/-/31 /47 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.531 Max BC CSI:0.083 Max W eb CSI:0.073 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C2 Ply: 1 Qty:10 SEQN:12016 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T174 DrwNo:079.20.1313.30694 AK /DF 03/19/2020 3'0"7 3'0"71'8" 7"12 1'10"152'3"512' 13'7"7 A B C D E 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 340 /-/-/264 /103 /84 E 55 /-/-/44 /3 /- D 68 /-/-/31 /47 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.531 Max BC CSI:0.083 Max W eb CSI:0.073 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C2 Ply: 1 Qty:10 SEQN:12016 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T174 DrwNo:079.20.1313.30694 AK /DF 03/19/2020 3'0"7 3'0"71'8" 7"12 1'10"152'3"512' 13'7"7 A B C D E 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 140 /-/-/101 /32 /54 D 59 /-/-/46 /5 /- C 105 /-/-/59 /60 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 366 -469 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.004 B - - HORZ(TL):0.010 B - - Creep Factor: 2.0 Max TC CSI:0.314 Max BC CSI:0.095 Max W eb CSI:0.107 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C2A Ply: 1 Qty:1 SEQN:12034 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T356 DrwNo:079.20.1313.27622 AK /DF 03/19/2020 3'0"7 3'0"7 7"12 1'10"1512' 13'7"7 A B C D 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 140 /-/-/101 /32 /54 D 59 /-/-/46 /5 /- C 105 /-/-/59 /60 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 366 -469 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.004 B - - HORZ(TL):0.010 B - - Creep Factor: 2.0 Max TC CSI:0.314 Max BC CSI:0.095 Max W eb CSI:0.107 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C2A Ply: 1 Qty:1 SEQN:12034 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T356 DrwNo:079.20.1313.27622 AK /DF 03/19/2020 3'0"7 3'0"7 7"12 1'10"1512' 13'7"7 A B C D 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 416 /-/-/317 /122 /121 E 95 /-/-/73 /8 /- D 151 /-/-/79 /88 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 929 -1115 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.015 C - - HORZ(TL):0.030 C - - Creep Factor: 2.0 Max TC CSI:0.687 Max BC CSI:0.275 Max W eb CSI:0.294 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C3 Ply: 1 Qty:5 SEQN:12019 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T223 DrwNo:079.20.1313.31099 AK /DF 03/19/2020 5'0"7 5'0"71'8" 7"12 2'8"153'1"512' 14'5"7 A B C D E 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 416 /-/-/317 /122 /121 E 95 /-/-/73 /8 /- D 151 /-/-/79 /88 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 929 -1115 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.015 C - - HORZ(TL):0.030 C - - Creep Factor: 2.0 Max TC CSI:0.687 Max BC CSI:0.275 Max W eb CSI:0.294 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C3 Ply: 1 Qty:5 SEQN:12019 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T223 DrwNo:079.20.1313.31099 AK /DF 03/19/2020 5'0"7 5'0"71'8" 7"12 2'8"153'1"512' 14'5"7 A B C D E 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 233 /-/-/168 /58 /90 D 99 /-/-/78 /10 /- C 171 /-/-/95 /95 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1346 -1503 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.021 B - - HORZ(TL):0.048 B - - Creep Factor: 2.0 Max TC CSI:0.765 Max BC CSI:0.343 Max W eb CSI:0.377 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C3A Ply: 1 Qty:1 SEQN:12051 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T363 DrwNo:079.20.1313.33425 AK /DF 03/19/2020 5'0"7 5'0"7 7"12 2'8"1512' 14'5"7 A B C D 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 233 /-/-/168 /58 /90 D 99 /-/-/78 /10 /- C 171 /-/-/95 /95 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1346 -1503 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.021 B - - HORZ(TL):0.048 B - - Creep Factor: 2.0 Max TC CSI:0.765 Max BC CSI:0.343 Max W eb CSI:0.377 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C3A Ply: 1 Qty:1 SEQN:12051 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T363 DrwNo:079.20.1313.33425 AK /DF 03/19/2020 5'0"7 5'0"7 7"12 2'8"1512' 14'5"7 A B C D 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 385 /-/-/310 /161 /48 D -/-27 /-/27 /26 /- C -/-105 /-/65 /97 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.548 Max BC CSI:0.037 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C4 Ply: 1 Qty:12 SEQN:12028 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T362 DrwNo:079.20.1313.36575 AK /DF 03/19/2020 1'0"7 1'0"71'8" 7"12 1'0"151'5"512' 12'9"7 A B C D 5 12 2X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 385 /-/-/310 /161 /48 D -/-27 /-/27 /26 /- C -/-105 /-/65 /97 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.548 Max BC CSI:0.037 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C4 Ply: 1 Qty:12 SEQN:12028 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T362 DrwNo:079.20.1313.36575 AK /DF 03/19/2020 1'0"7 1'0"71'8" 7"12 1'0"151'5"512' 12'9"7 A B C D 5 12 2X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Stub Wedge: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 48 /-/-/34 /7 /18 C 21 /-/-/16 /3 /- B 36 /-/-/20 /22 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.000 B - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.033 Max BC CSI:0.017 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C4A Ply: 1 Qty:1 SEQN:11992 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T203 DrwNo:079.20.1313.41785 AK /DF 03/19/2020 1'0"7 1'0"77"121'0"1512' 12'9"7 A B C 5 12 3X5(G1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Stub Wedge: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 48 /-/-/34 /7 /18 C 21 /-/-/16 /3 /- B 36 /-/-/20 /22 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.000 B - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.033 Max BC CSI:0.017 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C4A Ply: 1 Qty:1 SEQN:11992 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T203 DrwNo:079.20.1313.41785 AK /DF 03/19/2020 1'0"7 1'0"77"121'0"1512' 12'9"7 A B C 5 12 3X5(G1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 340 /-/-/264 /103 /84 E 55 /-/-/44 /3 /- D 68 /-/-/31 /47 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.531 Max BC CSI:0.083 Max W eb CSI:0.073 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C5 Ply: 1 Qty:11 SEQN:12022 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T361 DrwNo:079.20.1313.40054 AK /DF 03/19/2020 3'0"7 3'0"71'8" 7"12 1'10"152'3"512' 13'7"7 A B C D E 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 340 /-/-/264 /103 /84 E 55 /-/-/44 /3 /- D 68 /-/-/31 /47 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.531 Max BC CSI:0.083 Max W eb CSI:0.073 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C5 Ply: 1 Qty:11 SEQN:12022 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T361 DrwNo:079.20.1313.40054 AK /DF 03/19/2020 3'0"7 3'0"71'8" 7"12 1'10"152'3"512' 13'7"7 A B C D E 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 416 /-/-/317 /122 /121 E 95 /-/-/73 /8 /- D 151 /-/-/79 /88 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 929 -1115 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.015 C - - HORZ(TL):0.030 C - - Creep Factor: 2.0 Max TC CSI:0.687 Max BC CSI:0.275 Max W eb CSI:0.294 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C6 Ply: 1 Qty:7 SEQN:12031 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T359 DrwNo:079.20.1313.34906 AK /DF 03/19/2020 5'0"7 5'0"71'8" 7"12 2'8"153'1"512' 14'5"7 A B C D E 5 12 4X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 416 /-/-/317 /122 /121 E 95 /-/-/73 /8 /- D 151 /-/-/79 /88 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 929 -1115 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.015 C - - HORZ(TL):0.030 C - - Creep Factor: 2.0 Max TC CSI:0.687 Max BC CSI:0.275 Max W eb CSI:0.294 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C6 Ply: 1 Qty:7 SEQN:12031 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T359 DrwNo:079.20.1313.34906 AK /DF 03/19/2020 5'0"7 5'0"71'8" 7"12 2'8"153'1"512' 14'5"7 A B C D E 5 12 4X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 233 /-/-/139 /65 /48 D 147 /-/-/117 /53 /- C 86 /-/-/47 /47 /- Wind reactions based on MWFRS F Brg Width = -Min Req =- D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 201 -434 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 488 -224 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 B 999 360 VERT(CL):0.006 E 999 240 HORZ(LL):0.001 A - - HORZ(TL):0.002 A - - Creep Factor: 2.0 Max TC CSI:0.190 Max BC CSI:0.297 Max W eb CSI:0.098 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C7 Ply: 1 Qty:1 SEQN:12037 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T253 DrwNo:079.20.1313.29305 AK /DF 03/19/2020 2'4" 2'4" 5'0"7 2'8"7 4'8"12 4'8"12 5'0"7 3"111'7"72'8"1512' 14'5"7 A B C DEF 5 12 1.5X4 5X5 5X5 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 233 /-/-/139 /65 /48 D 147 /-/-/117 /53 /- C 86 /-/-/47 /47 /- Wind reactions based on MWFRS F Brg Width = -Min Req =- D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 201 -434 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 488 -224 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 B 999 360 VERT(CL):0.006 E 999 240 HORZ(LL):0.001 A - - HORZ(TL):0.002 A - - Creep Factor: 2.0 Max TC CSI:0.190 Max BC CSI:0.297 Max W eb CSI:0.098 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C7 Ply: 1 Qty:1 SEQN:12037 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T253 DrwNo:079.20.1313.29305 AK /DF 03/19/2020 2'4" 2'4" 5'0"7 2'8"7 4'8"12 4'8"12 5'0"7 3"111'7"72'8"1512' 14'5"7 A B C DEF 5 12 1.5X4 5X5 5X5 3X3 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 378 /-/-/306 /187 /43 D -/-22 /-/26 /21 /- C -/-106 /-/71 /97 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.071 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C8 Ply: 1 Qty:1 SEQN:11907 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T293 DrwNo:079.20.1313.28651 AK /DF 03/19/2020 1'0"7 1'0"71'8" 6"1 10"31'2"812' 12'6"11 A B C D 4 12 2X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 378 /-/-/306 /187 /43 D -/-22 /-/26 /21 /- C -/-106 /-/71 /97 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.071 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C8 Ply: 1 Qty:1 SEQN:11907 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T293 DrwNo:079.20.1313.28651 AK /DF 03/19/2020 1'0"7 1'0"71'8" 6"1 10"31'2"812' 12'6"11 A B C D 4 12 2X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 82 /-/-/53 /36 /44 D 223 /-/-/165 /126 /- D -/-137 /-/83 /96 /- C 46 /-/-/27 /25 /- Wind reactions based on MWFRS A Brg Width = 1.5 Min Req =- D Brg Width = 3.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing D Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 D 999 360 VERT(CL):0.007 D 999 240 HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.182 Max BC CSI:0.102 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C8A Ply: 1 Qty:1 SEQN:12075 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T348 DrwNo:079.20.1313.34172 AK /DF 03/19/2020 8" 1'9"8 1'9"8 2'9"15 1'0"71"8 3"11 10"34"5 1'2"811'7"11 12' 12'6"11 A B C D 4 12 2X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 82 /-/-/53 /36 /44 D 223 /-/-/165 /126 /- D -/-137 /-/83 /96 /- C 46 /-/-/27 /25 /- Wind reactions based on MWFRS A Brg Width = 1.5 Min Req =- D Brg Width = 3.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing D Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 D 999 360 VERT(CL):0.007 D 999 240 HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.182 Max BC CSI:0.102 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C8A Ply: 1 Qty:1 SEQN:12075 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T348 DrwNo:079.20.1313.34172 AK /DF 03/19/2020 8" 1'9"8 1'9"8 2'9"15 1'0"71"8 3"11 10"34"5 1'2"811'7"11 12' 12'6"11 A B C D 4 12 2X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 352 /-/-/276 /131 /68 E 16 /-/-/18 /4 /- D 71 /-/-/50 /35 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 G 999 360 VERT(CL):0.005 F 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.095 Max W eb CSI:0.024 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C9 Ply: 1 Qty:1 SEQN:12063 JACK FROM: Cust: R 761 JRef:1WTP7610004 T285 DrwNo:080.20.1108.48093 JB /DF 03/20/2020 2'2"12 2'2"12 3'0"7 9"11 2'8" 2'8" 3'0"7 4"71'8" 6"1 1'0"31'6"31'10"812' 12'6" 13'2"11 A B C D EFGH 4 12 2X5(B1) 3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 352 /-/-/276 /131 /68 E 16 /-/-/18 /4 /- D 71 /-/-/50 /35 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 G 999 360 VERT(CL):0.005 F 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.095 Max W eb CSI:0.024 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C9 Ply: 1 Qty:1 SEQN:12063 JACK FROM: Cust: R 761 JRef:1WTP7610004 T285 DrwNo:080.20.1108.48093 JB /DF 03/20/2020 2'2"12 2'2"12 3'0"7 9"11 2'8" 2'8" 3'0"7 4"71'8" 6"1 1'0"31'6"31'10"812' 12'6" 13'2"11 A B C D EFGH 4 12 2X5(B1) 3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 377 /-/-/306 /187 /43 D -/-22 /-/26 /21 /- C -/-106 /-/71 /97 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.071 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C10 Ply: 1 Qty:1 SEQN:11908 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T295 DrwNo:079.20.1313.36044 AK /DF 03/19/2020 1'0"7 1'0"71'8" 6"1 10"31'2"812' 12'6"11 A B C D 4 12 2X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 377 /-/-/306 /187 /43 D -/-22 /-/26 /21 /- C -/-106 /-/71 /97 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.071 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C10 Ply: 1 Qty:1 SEQN:11908 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T295 DrwNo:079.20.1313.36044 AK /DF 03/19/2020 1'0"7 1'0"71'8" 6"1 10"31'2"812' 12'6"11 A B C D 4 12 2X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 82 /-/-/53 /36 /44 D 223 /-/-/165 /126 /- D -/-137 /-/83 /96 /- C 46 /-/-/27 /25 /- Wind reactions based on MWFRS A Brg Width = 1.5 Min Req =- D Brg Width = 3.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing D Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 D 999 360 VERT(CL):0.007 D 999 240 HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.182 Max BC CSI:0.102 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C10A Ply: 1 Qty:1 SEQN:12078 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T350 DrwNo:079.20.1313.42676 AK /DF 03/19/2020 8" 1'9"8 1'9"8 2'9"15 1'0"71"8 3"11 10"34"5 1'2"811'7"11 12' 12'6"11 A B C D 4 12 2X5(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 82 /-/-/53 /36 /44 D 223 /-/-/165 /126 /- D -/-137 /-/83 /96 /- C 46 /-/-/27 /25 /- Wind reactions based on MWFRS A Brg Width = 1.5 Min Req =- D Brg Width = 3.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing D Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 D 999 360 VERT(CL):0.007 D 999 240 HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.182 Max BC CSI:0.102 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C10A Ply: 1 Qty:1 SEQN:12078 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T350 DrwNo:079.20.1313.42676 AK /DF 03/19/2020 8" 1'9"8 1'9"8 2'9"15 1'0"71"8 3"11 10"34"5 1'2"811'7"11 12' 12'6"11 A B C D 4 12 2X5(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 352 /-/-/276 /131 /68 E 16 /-/-/18 /4 /- D 71 /-/-/50 /35 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 G 999 360 VERT(CL):0.005 F 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.095 Max W eb CSI:0.024 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C11 Ply: 1 Qty:1 SEQN:12066 JACK FROM: Cust: R 761 JRef:1WTP7610004 T278 DrwNo:080.20.1108.55330 JB /DF 03/20/2020 2'2"12 2'2"12 3'0"7 9"11 2'8" 2'8" 3'0"7 4"71'8" 6"1 1'0"31'6"31'10"812' 12'6" 13'2"11 A B C D EFGH 4 12 2X5(B1) 3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 352 /-/-/276 /131 /68 E 16 /-/-/18 /4 /- D 71 /-/-/50 /35 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 G 999 360 VERT(CL):0.005 F 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.095 Max W eb CSI:0.024 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C11 Ply: 1 Qty:1 SEQN:12066 JACK FROM: Cust: R 761 JRef:1WTP7610004 T278 DrwNo:080.20.1108.55330 JB /DF 03/20/2020 2'2"12 2'2"12 3'0"7 9"11 2'8" 2'8" 3'0"7 4"71'8" 6"1 1'0"31'6"31'10"812' 12'6" 13'2"11 A B C D EFGH 4 12 2X5(B1) 3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 459 /-/-/382 /193 /68 E 18 /-19 /-/42 /23 /- D 27 /-52 /-/32 /34 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1336 -1334 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.008 E 999 360 VERT(CL):0.019 E 522 240 HORZ(LL):0.005 C - - HORZ(TL):0.012 C - - Creep Factor: 2.0 Max TC CSI:0.560 Max BC CSI:0.308 Max W eb CSI:0.298 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C13 Ply: 1 Qty:1 SEQN:12072 JACK FROM: Cust: R 761 JRef:1WTP7610004 T347 DrwNo:080.20.1108.57143 JB /DF 03/20/2020 8" 3'0"7 3'0"71'8" 6"1 1'6"31'10"812' 13'2"11 A B C D E 4 12 2X5(C3) 3X4(C3) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 459 /-/-/382 /193 /68 E 18 /-19 /-/42 /23 /- D 27 /-52 /-/32 /34 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1336 -1334 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.008 E 999 360 VERT(CL):0.019 E 522 240 HORZ(LL):0.005 C - - HORZ(TL):0.012 C - - Creep Factor: 2.0 Max TC CSI:0.560 Max BC CSI:0.308 Max W eb CSI:0.298 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C13 Ply: 1 Qty:1 SEQN:12072 JACK FROM: Cust: R 761 JRef:1WTP7610004 T347 DrwNo:080.20.1108.57143 JB /DF 03/20/2020 8" 3'0"7 3'0"71'8" 6"1 1'6"31'10"812' 13'2"11 A B C D E 4 12 2X5(C3) 3X4(C3) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 459 /-/-/382 /193 /68 E 18 /-19 /-/42 /23 /- D 27 /-52 /-/32 /34 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1336 -1334 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.008 E 999 360 VERT(CL):0.019 E 522 240 HORZ(LL):0.005 C - - HORZ(TL):0.012 C - - Creep Factor: 2.0 Max TC CSI:0.560 Max BC CSI:0.308 Max W eb CSI:0.298 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C15 Ply: 1 Qty:1 SEQN:12081 JACK FROM: Cust: R 761 JRef:1WTP7610004 T349 DrwNo:080.20.1109.00370 JB /DF 03/20/2020 8" 3'0"7 3'0"71'8" 6"1 1'6"31'10"812' 13'2"11 A B C D E 4 12 2X5(C3) 3X4(C3) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.750' Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 459 /-/-/382 /193 /68 E 18 /-19 /-/42 /23 /- D 27 /-52 /-/32 /34 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1336 -1334 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.008 E 999 360 VERT(CL):0.019 E 522 240 HORZ(LL):0.005 C - - HORZ(TL):0.012 C - - Creep Factor: 2.0 Max TC CSI:0.560 Max BC CSI:0.308 Max W eb CSI:0.298 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C15 Ply: 1 Qty:1 SEQN:12081 JACK FROM: Cust: R 761 JRef:1WTP7610004 T349 DrwNo:080.20.1109.00370 JB /DF 03/20/2020 8" 3'0"7 3'0"71'8" 6"1 1'6"31'10"812' 13'2"11 A B C D E 4 12 2X5(C3) 3X4(C3) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 371 /-/-/295 /186 /60 D 1 /-21 /-/27 /21 /- C -/-97 /-/70 /92 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.55 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.587 Max BC CSI:0.036 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C16 Ply: 1 Qty:4 SEQN:11485 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T157 DrwNo:079.20.1313.42942 AK /DF 03/19/2020 1'0"7 1'0"71'8"8"31'1"61'5"520' 20'9"14 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 371 /-/-/295 /186 /60 D 1 /-21 /-/27 /21 /- C -/-97 /-/70 /92 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.55 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.587 Max BC CSI:0.036 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C16 Ply: 1 Qty:4 SEQN:11485 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T157 DrwNo:079.20.1313.42942 AK /DF 03/19/2020 1'0"7 1'0"71'8"8"31'1"61'5"520' 20'9"14 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 340 /-/-/259 /139 /106 E 55 /-/-/45 /6 /- D 68 /-/-/25 /63 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.97 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.003 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.604 Max BC CSI:0.087 Max W eb CSI:0.059 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C17 Ply: 1 Qty:4 SEQN:11488 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T155 DrwNo:079.20.1313.42128 AK /DF 03/19/2020 3'0"7 3'0"71'8"8"31'11"62'3"520' 21'7"14 A B C D E 5 12 3X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 340 /-/-/259 /139 /106 E 55 /-/-/45 /6 /- D 68 /-/-/25 /63 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.97 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.003 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.604 Max BC CSI:0.087 Max W eb CSI:0.059 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C17 Ply: 1 Qty:4 SEQN:11488 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T155 DrwNo:079.20.1313.42128 AK /DF 03/19/2020 3'0"7 3'0"71'8"8"31'11"62'3"520' 21'7"14 A B C D E 5 12 3X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 416 /-/-/309 /170 /154 E 95 /-/-/74 /13 /- D 151 /-/-/70 /119 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 821 -1017 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.38 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.022 C - - HORZ(TL):0.032 C - - Creep Factor: 2.0 Max TC CSI:0.746 Max BC CSI:0.324 Max W eb CSI:0.282 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C18 Ply: 1 Qty:4 SEQN:11491 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T156 DrwNo:079.20.1313.27418 AK /DF 03/19/2020 5'0"7 5'0"71'8"8"32'9"63'1"520' 22'5"14 A B C D E 5 12 3X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 416 /-/-/309 /170 /154 E 95 /-/-/74 /13 /- D 151 /-/-/70 /119 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 821 -1017 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.38 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.022 C - - HORZ(TL):0.032 C - - Creep Factor: 2.0 Max TC CSI:0.746 Max BC CSI:0.324 Max W eb CSI:0.282 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C18 Ply: 1 Qty:4 SEQN:11491 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T156 DrwNo:079.20.1313.27418 AK /DF 03/19/2020 5'0"7 5'0"71'8"8"32'9"63'1"520' 22'5"14 A B C D E 5 12 3X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 371 /-/-/295 /186 /60 D 1 /-21 /-/27 /21 /- C -/-97 /-/70 /92 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.55 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.587 Max BC CSI:0.036 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C19 Ply: 1 Qty:4 SEQN:11494 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T9 DrwNo:079.20.1313.37402 AK /DF 03/19/2020 1'0"7 1'0"71'8"8"31'1"61'5"520' 20'9"14 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 371 /-/-/295 /186 /60 D 1 /-21 /-/27 /21 /- C -/-97 /-/70 /92 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.55 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.587 Max BC CSI:0.036 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C19 Ply: 1 Qty:4 SEQN:11494 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T9 DrwNo:079.20.1313.37402 AK /DF 03/19/2020 1'0"7 1'0"71'8"8"31'1"61'5"520' 20'9"14 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 340 /-/-/259 /139 /106 E 55 /-/-/45 /6 /- D 68 /-/-/25 /63 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.97 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.003 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.604 Max BC CSI:0.087 Max W eb CSI:0.059 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C20 Ply: 1 Qty:4 SEQN:11497 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T50 DrwNo:079.20.1313.40523 AK /DF 03/19/2020 3'0"7 3'0"71'8"8"31'11"62'3"520' 21'7"14 A B C D E 5 12 3X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 340 /-/-/259 /139 /106 E 55 /-/-/45 /6 /- D 68 /-/-/25 /63 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.97 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.003 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.604 Max BC CSI:0.087 Max W eb CSI:0.059 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C20 Ply: 1 Qty:4 SEQN:11497 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T50 DrwNo:079.20.1313.40523 AK /DF 03/19/2020 3'0"7 3'0"71'8"8"31'11"62'3"520' 21'7"14 A B C D E 5 12 3X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 416 /-/-/309 /170 /154 E 95 /-/-/74 /13 /- D 151 /-/-/70 /119 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 821 -1017 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.38 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.022 C - - HORZ(TL):0.032 C - - Creep Factor: 2.0 Max TC CSI:0.746 Max BC CSI:0.324 Max W eb CSI:0.282 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C21 Ply: 1 Qty:4 SEQN:11500 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T151 DrwNo:079.20.1313.29057 AK /DF 03/19/2020 5'0"7 5'0"71'8"8"32'9"63'1"520' 22'5"14 A B C D E 5 12 3X6(E5) 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 416 /-/-/309 /170 /154 E 95 /-/-/74 /13 /- D 151 /-/-/70 /119 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 821 -1017 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.38 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.022 C - - HORZ(TL):0.032 C - - Creep Factor: 2.0 Max TC CSI:0.746 Max BC CSI:0.324 Max W eb CSI:0.282 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C21 Ply: 1 Qty:4 SEQN:11500 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T151 DrwNo:079.20.1313.29057 AK /DF 03/19/2020 5'0"7 5'0"71'8"8"32'9"63'1"520' 22'5"14 A B C D E 5 12 3X6(E5) 3X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 371 /-/-/290 /209 /68 D 1 /-19 /-/27 /17 /- C -/-99 /-/78 /93 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.45 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.610 Max BC CSI:0.078 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C22 Ply: 1 Qty:8 SEQN:11672 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T44 DrwNo:079.20.1313.27137 AK /DF 03/19/2020 1'0"7 1'0"71'8" 6"3 11"61'5"524'0"12 24'8"10 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 371 /-/-/290 /209 /68 D 1 /-19 /-/27 /17 /- C -/-99 /-/78 /93 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.45 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.610 Max BC CSI:0.078 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C22 Ply: 1 Qty:8 SEQN:11672 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T44 DrwNo:079.20.1313.27137 AK /DF 03/19/2020 1'0"7 1'0"71'8" 6"3 11"61'5"524'0"12 24'8"10 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 54 /-/-/35 /16 /25 C 18 /-/-/14 /3 /- B 32 /-/-/14 /30 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.031 Max BC CSI:0.009 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C22A Ply: 1 Qty:1 SEQN:11949 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T162 DrwNo:079.20.1313.29961 AK /DF 03/19/2020 1'0"7 1'0"7 6"3 11"624'0"12 24'8"10A B C 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 54 /-/-/35 /16 /25 C 18 /-/-/14 /3 /- B 32 /-/-/14 /30 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.031 Max BC CSI:0.009 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C22A Ply: 1 Qty:1 SEQN:11949 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T162 DrwNo:079.20.1313.29961 AK /DF 03/19/2020 1'0"7 1'0"7 6"3 11"624'0"12 24'8"10A B C 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 D 50 /-/-/49 /9 /- C 64 /-/-/23 /66 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.109 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C23 Ply: 1 Qty:3 SEQN:11923 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T43 DrwNo:079.20.1313.29244 AK /DF 03/19/2020 3'0"7 3'0"71'8" 6"3 1'9"62'3"524'0"12 25'6"10 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 D 50 /-/-/49 /9 /- C 64 /-/-/23 /66 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.109 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C23 Ply: 1 Qty:3 SEQN:11923 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T43 DrwNo:079.20.1313.29244 AK /DF 03/19/2020 3'0"7 3'0"71'8" 6"3 1'9"62'3"524'0"12 25'6"10 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 146 /-/-/98 /59 /78 C 58 /-/-/46 /10 /- B 100 /-/-/45 /89 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.305 Max BC CSI:0.126 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C23A Ply: 1 Qty:1 SEQN:11658 /HIP_ FROM: GLM Cust: R 761 JRef:1WTP7610004 T179 DrwNo:079.20.1313.36138 AK /DF 03/19/2020 3'0"7 3'0"7 6"3 1'9"624'0"12 25'6"10 A B C 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 146 /-/-/98 /59 /78 C 58 /-/-/46 /10 /- B 100 /-/-/45 /89 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.305 Max BC CSI:0.126 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C23A Ply: 1 Qty:1 SEQN:11658 /HIP_ FROM: GLM Cust: R 761 JRef:1WTP7610004 T179 DrwNo:079.20.1313.36138 AK /DF 03/19/2020 3'0"7 3'0"7 6"3 1'9"624'0"12 25'6"10 A B C 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 425 /-/-/309 /209 /175 D 92 /-/-/75 /12 /- C 148 /-/-/60 /134 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.005 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.721 Max BC CSI:0.260 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C24 Ply: 1 Qty:2 SEQN:11924 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T42 DrwNo:079.20.1313.39913 AK /DF 03/19/2020 5'0"7 5'0"71'8" 6"3 2'7"63'1"524'0"12 26'4"10 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 425 /-/-/309 /209 /175 D 92 /-/-/75 /12 /- C 148 /-/-/60 /134 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.005 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.721 Max BC CSI:0.260 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C24 Ply: 1 Qty:2 SEQN:11924 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T42 DrwNo:079.20.1313.39913 AK /DF 03/19/2020 5'0"7 5'0"71'8" 6"3 2'7"63'1"524'0"12 26'4"10 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 371 /-/-/290 /209 /68 D 1 /-19 /-/27 /17 /- C -/-99 /-/78 /93 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.45 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.610 Max BC CSI:0.078 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C25 Ply: 1 Qty:7 SEQN:11652 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T40 DrwNo:079.20.1313.35342 AK /DF 03/19/2020 1'0"7 1'0"71'8" 6"3 11"61'5"524'0"12 24'8"10 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 371 /-/-/290 /209 /68 D 1 /-19 /-/27 /17 /- C -/-99 /-/78 /93 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.45 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.610 Max BC CSI:0.078 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C25 Ply: 1 Qty:7 SEQN:11652 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T40 DrwNo:079.20.1313.35342 AK /DF 03/19/2020 1'0"7 1'0"71'8" 6"3 11"61'5"524'0"12 24'8"10 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 54 /-/-/35 /16 /25 C 18 /-/-/14 /3 /- B 32 /-/-/14 /30 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.031 Max BC CSI:0.009 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C25A Ply: 1 Qty:2 SEQN:11952 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T53 DrwNo:079.20.1313.34236 AK /DF 03/19/2020 1'0"7 1'0"7 6"3 11"624'0"12 24'8"10A B C 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 54 /-/-/35 /16 /25 C 18 /-/-/14 /3 /- B 32 /-/-/14 /30 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.031 Max BC CSI:0.009 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C25A Ply: 1 Qty:2 SEQN:11952 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T53 DrwNo:079.20.1313.34236 AK /DF 03/19/2020 1'0"7 1'0"7 6"3 11"624'0"12 24'8"10A B C 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 D 50 /-/-/49 /9 /- C 64 /-/-/23 /66 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.109 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C26 Ply: 1 Qty:4 SEQN:11655 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T39 DrwNo:079.20.1313.29570 AK /DF 03/19/2020 3'0"7 3'0"71'8" 6"3 1'9"62'3"524'0"12 25'6"10 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 D 50 /-/-/49 /9 /- C 64 /-/-/23 /66 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.109 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C26 Ply: 1 Qty:4 SEQN:11655 /JACK FROM: GLM Cust: R 761 JRef:1WTP7610004 T39 DrwNo:079.20.1313.29570 AK /DF 03/19/2020 3'0"7 3'0"71'8" 6"3 1'9"62'3"524'0"12 25'6"10 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 425 /-/-/309 /209 /175 D 92 /-/-/75 /12 /- C 148 /-/-/60 /134 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.005 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.721 Max BC CSI:0.260 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C27 Ply: 1 Qty:2 SEQN:11922 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T38 DrwNo:079.20.1313.28151 AK /DF 03/19/2020 5'0"7 5'0"71'8" 6"3 2'7"63'1"524'0"12 26'4"10 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 425 /-/-/309 /209 /175 D 92 /-/-/75 /12 /- C 148 /-/-/60 /134 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.005 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.721 Max BC CSI:0.260 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C27 Ply: 1 Qty:2 SEQN:11922 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T38 DrwNo:079.20.1313.28151 AK /DF 03/19/2020 5'0"7 5'0"71'8" 6"3 2'7"63'1"524'0"12 26'4"10 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 E 19 /-/-/20 /6 /- D 73 /-/-/48 /62 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.005 F 999 360 VERT(CL):0.006 F 999 240 HORZ(LL):0.003 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.612 Max BC CSI:0.082 Max W eb CSI:0.027 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C28 Ply: 1 Qty:2 SEQN:12207 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T33 DrwNo:079.20.1313.41724 AK /DF 03/19/2020 2'0"12 2'0"12 3'0"7 11"11 2'6" 2'6" 3'0"7 6"71'8" 6"3 6"1'3"61'9"62'3"524'0"12 24'6"12 25'6"10 A B C D E FGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 E 19 /-/-/20 /6 /- D 73 /-/-/48 /62 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.005 F 999 360 VERT(CL):0.006 F 999 240 HORZ(LL):0.003 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.612 Max BC CSI:0.082 Max W eb CSI:0.027 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C28 Ply: 1 Qty:2 SEQN:12207 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T33 DrwNo:079.20.1313.41724 AK /DF 03/19/2020 2'0"12 2'0"12 3'0"7 11"11 2'6" 2'6" 3'0"7 6"71'8" 6"3 6"1'3"61'9"62'3"524'0"12 24'6"12 25'6"10 A B C D E FGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 425 /-/-/309 /209 /175 E 65 /-/-/51 /13 /- D 158 /-/-/79 /133 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.074 F 799 360 VERT(CL):0.109 F 540 240 HORZ(LL):-0.032 C - - HORZ(TL):0.046 C - - Creep Factor: 2.0 Max TC CSI:0.747 Max BC CSI:0.137 Max W eb CSI:0.082 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C29 Ply: 1 Qty:2 SEQN:12213 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T24 DrwNo:079.20.1313.40178 AK /DF 03/19/2020 2'0"12 2'0"12 5'0"7 2'11"11 2'6" 2'6" 5'0"7 2'6"71'8" 6"3 6"2'1"62'7"63'1"524'0"12 24'6"12 26'4"10 A B C D E FGH 5 12 3X4(B1)3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 425 /-/-/309 /209 /175 E 65 /-/-/51 /13 /- D 158 /-/-/79 /133 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.074 F 799 360 VERT(CL):0.109 F 540 240 HORZ(LL):-0.032 C - - HORZ(TL):0.046 C - - Creep Factor: 2.0 Max TC CSI:0.747 Max BC CSI:0.137 Max W eb CSI:0.082 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C29 Ply: 1 Qty:2 SEQN:12213 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T24 DrwNo:079.20.1313.40178 AK /DF 03/19/2020 2'0"12 2'0"12 5'0"7 2'11"11 2'6" 2'6" 5'0"7 2'6"71'8" 6"3 6"2'1"62'7"63'1"524'0"12 24'6"12 26'4"10 A B C D E FGH 5 12 3X4(B1)3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 E 19 /-/-/20 /6 /- D 73 /-/-/48 /62 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.005 F 999 360 VERT(CL):0.006 F 999 240 HORZ(LL):0.003 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.612 Max BC CSI:0.082 Max W eb CSI:0.027 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C30 Ply: 1 Qty:1 SEQN:12210 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T61 DrwNo:079.20.1313.41738 AK /DF 03/19/2020 2'0"12 2'0"12 3'0"7 11"11 2'6" 2'6" 3'0"7 6"71'8" 6"3 6"1'3"61'9"62'3"524'0"12 24'6"12 25'6"10 A B C D E FGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 E 19 /-/-/20 /6 /- D 73 /-/-/48 /62 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.005 F 999 360 VERT(CL):0.006 F 999 240 HORZ(LL):0.003 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.612 Max BC CSI:0.082 Max W eb CSI:0.027 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C30 Ply: 1 Qty:1 SEQN:12210 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T61 DrwNo:079.20.1313.41738 AK /DF 03/19/2020 2'0"12 2'0"12 3'0"7 11"11 2'6" 2'6" 3'0"7 6"71'8" 6"3 6"1'3"61'9"62'3"524'0"12 24'6"12 25'6"10 A B C D E FGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 146 /-/-/98 /59 /78 D 25 /-/-/21 /12 /- C 113 /-/-/70 /86 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 E 999 360 VERT(CL):0.016 E 999 240 HORZ(LL):-0.005 B - - HORZ(TL):0.008 B - - Creep Factor: 2.0 Max TC CSI:0.298 Max BC CSI:0.059 Max W eb CSI:0.040 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C30A Ply: 1 Qty:1 SEQN:12222 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T51 DrwNo:079.20.1313.41116 AK /DF 03/19/2020 2'0"12 2'0"12 3'0"7 11"11 2'6" 2'6" 3'0"7 6"7 6"3 6"1'3"61'9"624'0"12 24'6"12 25'6"10 A B C D EFG 5 12 3X4(B1)3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 146 /-/-/98 /59 /78 D 25 /-/-/21 /12 /- C 113 /-/-/70 /86 /- Wind reactions based on MWFRS A Brg Width = -Min Req =- D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.010 E 999 360 VERT(CL):0.016 E 999 240 HORZ(LL):-0.005 B - - HORZ(TL):0.008 B - - Creep Factor: 2.0 Max TC CSI:0.298 Max BC CSI:0.059 Max W eb CSI:0.040 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C30A Ply: 1 Qty:1 SEQN:12222 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T51 DrwNo:079.20.1313.41116 AK /DF 03/19/2020 2'0"12 2'0"12 3'0"7 11"11 2'6" 2'6" 3'0"7 6"7 6"3 6"1'3"61'9"624'0"12 24'6"12 25'6"10 A B C D EFG 5 12 3X4(B1)3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 425 /-/-/309 /209 /175 E 65 /-/-/51 /13 /- D 158 /-/-/79 /133 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.074 F 799 360 VERT(CL):0.109 F 540 240 HORZ(LL):-0.032 C - - HORZ(TL):0.046 C - - Creep Factor: 2.0 Max TC CSI:0.747 Max BC CSI:0.137 Max W eb CSI:0.082 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C31 Ply: 1 Qty:1 SEQN:12216 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T55 DrwNo:079.20.1313.42349 AK /DF 03/19/2020 2'0"12 2'0"12 5'0"7 2'11"11 2'6" 2'6" 5'0"7 2'6"71'8" 6"3 6"2'1"62'7"63'1"524'0"12 24'6"12 26'4"10 A B C D E FGH 5 12 3X4(B1)3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 425 /-/-/309 /209 /175 E 65 /-/-/51 /13 /- D 158 /-/-/79 /133 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.074 F 799 360 VERT(CL):0.109 F 540 240 HORZ(LL):-0.032 C - - HORZ(TL):0.046 C - - Creep Factor: 2.0 Max TC CSI:0.747 Max BC CSI:0.137 Max W eb CSI:0.082 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C31 Ply: 1 Qty:1 SEQN:12216 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T55 DrwNo:079.20.1313.42349 AK /DF 03/19/2020 2'0"12 2'0"12 5'0"7 2'11"11 2'6" 2'6" 5'0"7 2'6"71'8" 6"3 6"2'1"62'7"63'1"524'0"12 24'6"12 26'4"10 A B C D E FGH 5 12 3X4(B1)3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 233 /-/-/137 /117 /63 E 151 /-/-/113 /89 /- D 82 /-/-/35 /73 /- Wind reactions based on MWFRS J Brg Width = -Min Req =- E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 605 -363 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - F 389 -795 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 846 -413 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.015 G 999 360 VERT(CL):0.027 G 999 240 HORZ(LL):-0.010 F - - HORZ(TL):0.017 F - - Creep Factor: 2.0 Max TC CSI:0.205 Max BC CSI:0.177 Max W eb CSI:0.465 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C31A Ply: 1 Qty:1 SEQN:12219 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T21 DrwNo:079.20.1313.30834 AK /DF 03/19/2020 2'8" 2'8" 5'0"7 2'4"7 2'6" 2'6" 4'7"4 2'1"4 5'0"7 5"41'7"86"2'1"62'7"624'0"12 24'6"12 26'4"10 A B C D EF GHIJ 5 12 3X3 1.5X6 4X4 1.5X4 4X4 5X5 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 233 /-/-/137 /117 /63 E 151 /-/-/113 /89 /- D 82 /-/-/35 /73 /- Wind reactions based on MWFRS J Brg Width = -Min Req =- E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 605 -363 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - F 389 -795 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 846 -413 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.015 G 999 360 VERT(CL):0.027 G 999 240 HORZ(LL):-0.010 F - - HORZ(TL):0.017 F - - Creep Factor: 2.0 Max TC CSI:0.205 Max BC CSI:0.177 Max W eb CSI:0.465 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C31A Ply: 1 Qty:1 SEQN:12219 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T21 DrwNo:079.20.1313.30834 AK /DF 03/19/2020 2'8" 2'8" 5'0"7 2'4"7 2'6" 2'6" 4'7"4 2'1"4 5'0"7 5"41'7"86"2'1"62'7"624'0"12 24'6"12 26'4"10 A B C D EF GHIJ 5 12 3X3 1.5X6 4X4 1.5X4 4X4 5X5 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 E 10 /-/-/16 /12 /- D 74 /-/-/53 /55 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 F 999 360 VERT(CL):0.002 F 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.100 Max W eb CSI:0.034 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C32 Ply: 1 Qty:1 SEQN:12237 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T91 DrwNo:079.20.1313.28900 AK /DF 03/19/2020 2'6"12 2'6"12 3'0"7 5"11 3' 3' 3'0"7 0"71'8" 6"3 6"1'3"61'9"62'3"524'0"12 24'6"12 25'6"10 A B C D EFGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 E 10 /-/-/16 /12 /- D 74 /-/-/53 /55 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 F 999 360 VERT(CL):0.002 F 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.100 Max W eb CSI:0.034 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C32 Ply: 1 Qty:1 SEQN:12237 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T91 DrwNo:079.20.1313.28900 AK /DF 03/19/2020 2'6"12 2'6"12 3'0"7 5"11 3' 3' 3'0"7 0"71'8" 6"3 6"1'3"61'9"62'3"524'0"12 24'6"12 25'6"10 A B C D EFGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 E 16 /-/-/18 /7 /- D 74 /-/-/50 /61 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.004 F 999 360 VERT(CL):0.005 F 999 240 HORZ(LL):0.003 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.614 Max BC CSI:0.098 Max W eb CSI:0.029 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C33 Ply: 1 Qty:1 SEQN:12234 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T66 DrwNo:079.20.1313.41333 AK /DF 03/19/2020 2'2"12 2'2"12 3'0"7 9"11 2'8" 2'8" 3'0"7 4"71'8" 6"3 6"1'3"61'9"62'3"524'0"12 24'6"12 25'6"10 A B C D EFGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/264 /175 /121 E 16 /-/-/18 /7 /- D 74 /-/-/50 /61 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.004 F 999 360 VERT(CL):0.005 F 999 240 HORZ(LL):0.003 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.614 Max BC CSI:0.098 Max W eb CSI:0.029 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C33 Ply: 1 Qty:1 SEQN:12234 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T66 DrwNo:079.20.1313.41333 AK /DF 03/19/2020 2'2"12 2'2"12 3'0"7 9"11 2'8" 2'8" 3'0"7 4"71'8" 6"3 6"1'3"61'9"62'3"524'0"12 24'6"12 25'6"10 A B C D EFGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 78 /-/-/43 /47 /84 E 226 /-/-/142 /229 /- D -/-148 /-/159 /84 /- C 57 /-/-/27 /56 /- Wind reactions based on MWFRS A Brg Width = 1.5 Min Req =- E Brg Width = 3.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.006 B 999 360 VERT(CL):0.007 B 999 240 HORZ(LL):-0.035 F - - HORZ(TL):0.038 F - - Creep Factor: 2.0 Max TC CSI:0.197 Max BC CSI:0.158 Max W eb CSI:0.044 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C34 Ply: 1 Qty:2 SEQN:12286 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T85 DrwNo:079.20.1313.31864 AK /DF 03/19/2020 6"8 1'11"12 1'11"12 2'6"11 6"15 2'9"15 3"4 1"8 1'10"42'10"23"13 4'3"726'10"14 24'0"12 28'0"11 A B C DEF 5 12 3X4 1.5X41.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 78 /-/-/43 /47 /84 E 226 /-/-/142 /229 /- D -/-148 /-/159 /84 /- C 57 /-/-/27 /56 /- Wind reactions based on MWFRS A Brg Width = 1.5 Min Req =- E Brg Width = 3.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.006 B 999 360 VERT(CL):0.007 B 999 240 HORZ(LL):-0.035 F - - HORZ(TL):0.038 F - - Creep Factor: 2.0 Max TC CSI:0.197 Max BC CSI:0.158 Max W eb CSI:0.044 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C34 Ply: 1 Qty:2 SEQN:12286 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T85 DrwNo:079.20.1313.31864 AK /DF 03/19/2020 6"8 1'11"12 1'11"12 2'6"11 6"15 2'9"15 3"4 1"8 1'10"42'10"23"13 4'3"726'10"14 24'0"12 28'0"11 A B C DEF 5 12 3X4 1.5X41.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 449 /-/-/320 /244 /282 E -/-46 /-/169 /312 /- D 32 /-10 /-/16 /39 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 103 -444 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 538 -239 G - C 255 -808 Webs Tens.Comp. C - F 1010 -234 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.011 B 716 360 VERT(CL):0.020 B 409 240 HORZ(LL):-0.024 B - - HORZ(TL):0.026 B - - Creep Factor: 2.0 Max TC CSI:0.583 Max BC CSI:0.426 Max W eb CSI:0.330 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C35 Ply: 1 Qty:2 SEQN:12313 JACK FROM: Cust: R 761 JRef:1WTP7610004 T88 DrwNo:080.20.1109.02410 JB /DF 03/20/2020 6"8 10" 10" 2'11"11 2'1"11 6"12 6"12 2'6"12 2' 2'10"3 3"71'8"123'11"35'1"724'0"12 28'10"11 A B C D EFGH 5 12 1.5X4 2X51.5X4 3X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 449 /-/-/320 /244 /282 E -/-46 /-/169 /312 /- D 32 /-10 /-/16 /39 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 103 -444 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 538 -239 G - C 255 -808 Webs Tens.Comp. C - F 1010 -234 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.011 B 716 360 VERT(CL):0.020 B 409 240 HORZ(LL):-0.024 B - - HORZ(TL):0.026 B - - Creep Factor: 2.0 Max TC CSI:0.583 Max BC CSI:0.426 Max W eb CSI:0.330 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C35 Ply: 1 Qty:2 SEQN:12313 JACK FROM: Cust: R 761 JRef:1WTP7610004 T88 DrwNo:080.20.1109.02410 JB /DF 03/20/2020 6"8 10" 10" 2'11"11 2'1"11 6"12 6"12 2'6"12 2' 2'10"3 3"71'8"123'11"35'1"724'0"12 28'10"11 A B C D EFGH 5 12 1.5X4 2X51.5X4 3X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 486 /-/-/295 /201 /342 E 64 /-/-/134 /237 /- D 116 /-/-/40 /116 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 100 -561 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 427 -227 Webs Tens.Comp. C - F 797 -143 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.016 B 527 360 VERT(CL):0.012 B 658 240 HORZ(LL):-0.016 B - - HORZ(TL):0.017 B - - Creep Factor: 2.0 Max TC CSI:0.657 Max BC CSI:0.383 Max W eb CSI:0.298 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C36 Ply: 1 Qty:2 SEQN:12292 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T71 DrwNo:079.20.1313.37324 AK /DF 03/19/2020 6"8 10" 10" 4'11"11 4'1"11 6"12 6"12 4'6" 3'11"4 4'10"3 4"31'8"123'11"35'11"724'0"12 29'8"11 A B C D EFGH 5 12 2X4 1.5X41.5X4 3X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 486 /-/-/295 /201 /342 E 64 /-/-/134 /237 /- D 116 /-/-/40 /116 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 100 -561 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 427 -227 Webs Tens.Comp. C - F 797 -143 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.016 B 527 360 VERT(CL):0.012 B 658 240 HORZ(LL):-0.016 B - - HORZ(TL):0.017 B - - Creep Factor: 2.0 Max TC CSI:0.657 Max BC CSI:0.383 Max W eb CSI:0.298 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C36 Ply: 1 Qty:2 SEQN:12292 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T71 DrwNo:079.20.1313.37324 AK /DF 03/19/2020 6"8 10" 10" 4'11"11 4'1"11 6"12 6"12 4'6" 3'11"4 4'10"3 4"31'8"123'11"35'11"724'0"12 29'8"11 A B C D EFGH 5 12 2X4 1.5X41.5X4 3X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 78 /-/-/43 /47 /84 E 226 /-/-/142 /229 /- D -/-148 /-/159 /84 /- C 57 /-/-/27 /56 /- Wind reactions based on MWFRS A Brg Width = 1.5 Min Req =- E Brg Width = 3.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.006 B 999 360 VERT(CL):0.007 B 999 240 HORZ(LL):-0.035 F - - HORZ(TL):0.038 F - - Creep Factor: 2.0 Max TC CSI:0.197 Max BC CSI:0.158 Max W eb CSI:0.044 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C37 Ply: 1 Qty:2 SEQN:12295 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T89 DrwNo:079.20.1313.30413 AK /DF 03/19/2020 6"8 1'11"12 1'11"12 2'6"11 6"15 2'9"15 3"4 1"8 1'10"42'10"23"13 4'3"726'10"14 24'0"12 28'0"11 A B C DEF 5 12 3X4 1.5X41.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Shim all supports to solid bearing. Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 78 /-/-/43 /47 /84 E 226 /-/-/142 /229 /- D -/-148 /-/159 /84 /- C 57 /-/-/27 /56 /- Wind reactions based on MWFRS A Brg Width = 1.5 Min Req =- E Brg Width = 3.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.006 B 999 360 VERT(CL):0.007 B 999 240 HORZ(LL):-0.035 F - - HORZ(TL):0.038 F - - Creep Factor: 2.0 Max TC CSI:0.197 Max BC CSI:0.158 Max W eb CSI:0.044 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C37 Ply: 1 Qty:2 SEQN:12295 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T89 DrwNo:079.20.1313.30413 AK /DF 03/19/2020 6"8 1'11"12 1'11"12 2'6"11 6"15 2'9"15 3"4 1"8 1'10"42'10"23"13 4'3"726'10"14 24'0"12 28'0"11 A B C DEF 5 12 3X4 1.5X41.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 449 /-/-/320 /244 /282 E -/-46 /-/169 /312 /- D 32 /-10 /-/16 /39 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 103 -444 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 538 -239 G - C 255 -808 Webs Tens.Comp. C - F 1010 -234 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.011 B 716 360 VERT(CL):0.020 B 409 240 HORZ(LL):-0.024 B - - HORZ(TL):0.026 B - - Creep Factor: 2.0 Max TC CSI:0.583 Max BC CSI:0.426 Max W eb CSI:0.330 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C38 Ply: 1 Qty:2 SEQN:12310 JACK FROM: Cust: R 761 JRef:1WTP7610004 T84 DrwNo:080.20.1109.09220 JB /DF 03/20/2020 6"8 10" 10" 2'11"11 2'1"11 6"12 6"12 2'6"12 2' 2'10"3 3"71'8"123'11"35'1"724'0"12 28'10"11 A B C D EFGH 5 12 1.5X4 2X51.5X4 3X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 449 /-/-/320 /244 /282 E -/-46 /-/169 /312 /- D 32 /-10 /-/16 /39 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 103 -444 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 538 -239 G - C 255 -808 Webs Tens.Comp. C - F 1010 -234 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.011 B 716 360 VERT(CL):0.020 B 409 240 HORZ(LL):-0.024 B - - HORZ(TL):0.026 B - - Creep Factor: 2.0 Max TC CSI:0.583 Max BC CSI:0.426 Max W eb CSI:0.330 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C38 Ply: 1 Qty:2 SEQN:12310 JACK FROM: Cust: R 761 JRef:1WTP7610004 T84 DrwNo:080.20.1109.09220 JB /DF 03/20/2020 6"8 10" 10" 2'11"11 2'1"11 6"12 6"12 2'6"12 2' 2'10"3 3"71'8"123'11"35'1"724'0"12 28'10"11 A B C D EFGH 5 12 1.5X4 2X51.5X4 3X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 486 /-/-/295 /201 /342 E 64 /-/-/134 /237 /- D 116 /-/-/40 /116 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 100 -561 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 427 -227 Webs Tens.Comp. C - F 797 -143 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.016 B 527 360 VERT(CL):0.012 B 658 240 HORZ(LL):-0.016 B - - HORZ(TL):0.017 B - - Creep Factor: 2.0 Max TC CSI:0.657 Max BC CSI:0.383 Max W eb CSI:0.298 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C39 Ply: 1 Qty:2 SEQN:12301 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T87 DrwNo:079.20.1313.41271 AK /DF 03/19/2020 6"8 10" 10" 4'11"11 4'1"11 6"12 6"12 4'6" 3'11"4 4'10"3 4"31'8"123'11"35'11"724'0"12 29'8"11 A B C D EFGH 5 12 2X4 1.5X41.5X4 3X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180. Left cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 486 /-/-/295 /201 /342 E 64 /-/-/134 /237 /- D 116 /-/-/40 /116 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 100 -561 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 427 -227 Webs Tens.Comp. C - F 797 -143 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.016 B 527 360 VERT(CL):0.012 B 658 240 HORZ(LL):-0.016 B - - HORZ(TL):0.017 B - - Creep Factor: 2.0 Max TC CSI:0.657 Max BC CSI:0.383 Max W eb CSI:0.298 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C39 Ply: 1 Qty:2 SEQN:12301 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T87 DrwNo:079.20.1313.41271 AK /DF 03/19/2020 6"8 10" 10" 4'11"11 4'1"11 6"12 6"12 4'6" 3'11"4 4'10"3 4"31'8"123'11"35'11"724'0"12 29'8"11 A B C D EFGH 5 12 2X4 1.5X41.5X4 3X4 1.5X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 338 /-/-/255 /169 /105 D 36 /-/-/40 /11 /- C 32 /-/-/23 /42 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.73 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.613 Max BC CSI:0.104 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C40 Ply: 1 Qty:1 SEQN:11954 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T34 DrwNo:079.20.1313.36872 AK /DF 03/19/2020 2'4"15 2'4"151'8" 6"3 1'6"42'0"324'0"12 25'3"8 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 338 /-/-/255 /169 /105 D 36 /-/-/40 /11 /- C 32 /-/-/23 /42 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.73 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.613 Max BC CSI:0.104 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C40 Ply: 1 Qty:1 SEQN:11954 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T34 DrwNo:079.20.1313.36872 AK /DF 03/19/2020 2'4"15 2'4"151'8" 6"3 1'6"42'0"324'0"12 25'3"8 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 117 /-/-/78 /46 /62 C 46 /-/-/36 /8 /- B 79 /-/-/35 /71 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.08 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.187 Max BC CSI:0.070 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C40A Ply: 1 Qty:1 SEQN:11950 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T144 DrwNo:079.20.1313.37058 AK /DF 03/19/2020 2'4"15 2'4"15 6"3 1'6"424'0"12 25'3"8 A B C 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 117 /-/-/78 /46 /62 C 46 /-/-/36 /8 /- B 79 /-/-/35 /71 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.08 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.187 Max BC CSI:0.070 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C40A Ply: 1 Qty:1 SEQN:11950 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T144 DrwNo:079.20.1313.37058 AK /DF 03/19/2020 2'4"15 2'4"15 6"3 1'6"424'0"12 25'3"8 A B C 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 338 /-/-/255 /169 /105 D 36 /-/-/40 /11 /- C 32 /-/-/23 /42 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.73 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.613 Max BC CSI:0.104 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C43 Ply: 1 Qty:1 SEQN:11951 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T141 DrwNo:079.20.1313.40679 AK /DF 03/19/2020 2'4"15 2'4"151'8" 6"3 1'6"42'0"324'0"12 25'3"8 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 338 /-/-/255 /169 /105 D 36 /-/-/40 /11 /- C 32 /-/-/23 /42 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.73 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.613 Max BC CSI:0.104 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C43 Ply: 1 Qty:1 SEQN:11951 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T141 DrwNo:079.20.1313.40679 AK /DF 03/19/2020 2'4"15 2'4"151'8" 6"3 1'6"42'0"324'0"12 25'3"8 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 117 /-/-/78 /46 /62 C 46 /-/-/36 /8 /- B 79 /-/-/35 /71 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.08 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.187 Max BC CSI:0.070 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C43A Ply: 1 Qty:1 SEQN:11953 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T142 DrwNo:079.20.1313.42863 AK /DF 03/19/2020 2'4"15 2'4"15 6"3 1'6"424'0"12 25'3"8 A B C 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 117 /-/-/78 /46 /62 C 46 /-/-/36 /8 /- B 79 /-/-/35 /71 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.08 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.187 Max BC CSI:0.070 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C43A Ply: 1 Qty:1 SEQN:11953 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T142 DrwNo:079.20.1313.42863 AK /DF 03/19/2020 2'4"15 2'4"15 6"3 1'6"424'0"12 25'3"8 A B C 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 343 /-/-/258 /171 /111 D 41 /-/-/43 /10 /- C 45 /-/-/21 /51 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.106 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C44 Ply: 1 Qty:1 SEQN:11977 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T122 DrwNo:079.20.1313.34422 AK /DF 03/19/2020 2'7"12 2'7"121'8" 6"3 1'7"72'1"624'0"12 25'4"11 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 343 /-/-/258 /171 /111 D 41 /-/-/43 /10 /- C 45 /-/-/21 /51 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.106 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C44 Ply: 1 Qty:1 SEQN:11977 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T122 DrwNo:079.20.1313.34422 AK /DF 03/19/2020 2'7"12 2'7"121'8" 6"3 1'7"72'1"624'0"12 25'4"11 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 535 /-/-/381 /264 /248 D 142 /-/-/111 /22 /- C 246 /-/-/106 /219 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.82 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.017 D - - HORZ(TL):0.024 D - - Creep Factor: 2.0 Max TC CSI:0.741 Max BC CSI:0.622 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C45 Ply: 1 Qty:1 SEQN:12166 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T123 DrwNo:079.20.1313.41583 AK /DF 03/19/2020 7'7"12 7'7"121'8" 6"3 3'8"74'2"624'0"12 27'5"11 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 535 /-/-/381 /264 /248 D 142 /-/-/111 /22 /- C 246 /-/-/106 /219 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.82 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.017 D - - HORZ(TL):0.024 D - - Creep Factor: 2.0 Max TC CSI:0.741 Max BC CSI:0.622 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C45 Ply: 1 Qty:1 SEQN:12166 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T123 DrwNo:079.20.1313.41583 AK /DF 03/19/2020 7'7"12 7'7"121'8" 6"3 3'8"74'2"624'0"12 27'5"11 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 343 /-/-/258 /171 /111 D 41 /-/-/43 /10 /- C 45 /-/-/21 /51 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.106 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C46 Ply: 1 Qty:1 SEQN:12178 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T119 DrwNo:079.20.1313.38119 AK /DF 03/19/2020 2'7"12 2'7"121'8" 6"3 1'7"72'1"624'0"12 25'4"11 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 343 /-/-/258 /171 /111 D 41 /-/-/43 /10 /- C 45 /-/-/21 /51 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.106 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C46 Ply: 1 Qty:1 SEQN:12178 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T119 DrwNo:079.20.1313.38119 AK /DF 03/19/2020 2'7"12 2'7"121'8" 6"3 1'7"72'1"624'0"12 25'4"11 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 535 /-/-/381 /264 /248 D 142 /-/-/111 /22 /- C 246 /-/-/106 /219 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.82 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.017 D - - HORZ(TL):0.024 D - - Creep Factor: 2.0 Max TC CSI:0.741 Max BC CSI:0.622 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C47 Ply: 1 Qty:1 SEQN:12175 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T120 DrwNo:079.20.1313.38432 AK /DF 03/19/2020 7'7"12 7'7"121'8" 6"3 3'8"74'2"624'0"12 27'5"11 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 535 /-/-/381 /264 /248 D 142 /-/-/111 /22 /- C 246 /-/-/106 /219 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.82 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.017 D - - HORZ(TL):0.024 D - - Creep Factor: 2.0 Max TC CSI:0.741 Max BC CSI:0.622 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C47 Ply: 1 Qty:1 SEQN:12175 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T120 DrwNo:079.20.1313.38432 AK /DF 03/19/2020 7'7"12 7'7"121'8" 6"3 3'8"74'2"624'0"12 27'5"11 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 337 /-/-/255 /167 /107 D 37 /-/-/41 /10 /- C 36 /-/-/22 /45 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.75 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.602 Max BC CSI:0.101 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C48 Ply: 1 Qty:1 SEQN:11985 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T127 DrwNo:079.20.1313.40506 AK /DF 03/19/2020 2'5"10 2'5"101'7"13 6"3 1'6"102'0"924'0"12 25'3"14 A B C D 5.05 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 337 /-/-/255 /167 /107 D 37 /-/-/41 /10 /- C 36 /-/-/22 /45 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.75 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.602 Max BC CSI:0.101 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C48 Ply: 1 Qty:1 SEQN:11985 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T127 DrwNo:079.20.1313.40506 AK /DF 03/19/2020 2'5"10 2'5"101'7"13 6"3 1'6"102'0"924'0"12 25'3"14 A B C D 5.05 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 511 /-/-/367 /250 /236 D 132 /-/-/104 /20 /- C 228 /-/-/100 /204 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.73 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.014 D - - HORZ(TL):0.019 D - - Creep Factor: 2.0 Max TC CSI:0.666 Max BC CSI:0.538 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C49 Ply: 1 Qty:1 SEQN:11986 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T128 DrwNo:079.20.1313.36389 AK /DF 03/19/2020 7'1"10 7'1"101'7"13 6"3 3'6"34'0"324'0"12 27'3"7 A B C D 5.05 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 511 /-/-/367 /250 /236 D 132 /-/-/104 /20 /- C 228 /-/-/100 /204 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.73 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.014 D - - HORZ(TL):0.019 D - - Creep Factor: 2.0 Max TC CSI:0.666 Max BC CSI:0.538 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C49 Ply: 1 Qty:1 SEQN:11986 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T128 DrwNo:079.20.1313.36389 AK /DF 03/19/2020 7'1"10 7'1"101'7"13 6"3 3'6"34'0"324'0"12 27'3"7 A B C D 5.05 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Negative reaction(s) of -590# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 520 /-/-/373 /251 /253 F 771 /-/-/526 /575 /- E -/-590 /-/461 /376 /- D 169 /-/-/84 /144 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 5.1 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearings B & F Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - F 1043 -687 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.134 H 668 360 VERT(CL):0.216 H 413 240 HORZ(LL):-0.063 C - - HORZ(TL):0.098 C - - Creep Factor: 2.0 Max TC CSI:0.669 Max BC CSI:0.488 Max W eb CSI:0.341 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C50 Ply: 1 Qty:1 SEQN:12355 JACK FROM: Cust: R 761 JRef:1WTP7610004 T192 DrwNo:080.20.1109.14283 JB /DF 03/20/2020 7'6"3 3'7"9 3'7"9 7'8"12 4'1"2 3'7"9 3'7"9 3'9"5 1"12 7'6"11 3'9"5 7'8"12 2"11'7"13 6"3 1'2'9"43'9"44'3"324'0"12 25'0"12 27'6"8 A B C D EF G H I 5.05 12 3X4(B1) 3X3 2X63X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Negative reaction(s) of -590# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 520 /-/-/373 /251 /253 F 771 /-/-/526 /575 /- E -/-590 /-/461 /376 /- D 169 /-/-/84 /144 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 5.1 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearings B & F Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - F 1043 -687 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.134 H 668 360 VERT(CL):0.216 H 413 240 HORZ(LL):-0.063 C - - HORZ(TL):0.098 C - - Creep Factor: 2.0 Max TC CSI:0.669 Max BC CSI:0.488 Max W eb CSI:0.341 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C50 Ply: 1 Qty:1 SEQN:12355 JACK FROM: Cust: R 761 JRef:1WTP7610004 T192 DrwNo:080.20.1109.14283 JB /DF 03/20/2020 7'6"3 3'7"9 3'7"9 7'8"12 4'1"2 3'7"9 3'7"9 3'9"5 1"12 7'6"11 3'9"5 7'8"12 2"11'7"13 6"3 1'2'9"43'9"44'3"324'0"12 25'0"12 27'6"8 A B C D EF G H I 5.05 12 3X4(B1) 3X3 2X63X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 452 /-/-/327 /220 /196 F 34 /-/-/24 /22 /- E 200 /-/-/127 /146 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 299 -598 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 654 -325 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.015 I 999 360 VERT(CL):0.025 I 999 240 HORZ(LL):-0.022 G - - HORZ(TL):0.034 G - - Creep Factor: 2.0 Max TC CSI:0.591 Max BC CSI:0.146 Max W eb CSI:0.506 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C51 Ply: 1 Qty:1 SEQN:11989 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T190 DrwNo:079.20.1313.38572 AK /DF 03/19/2020 4'1"4 4'1"4 5'4"10 1'3"5 5'8"12 4"2 4'1"4 4'1"4 5'2"14 1'1"9 5'8"12 5"14 1'7"13 6"3 2'11"21'3'5"124'0"12 26'8"6 A B C D E F G H I J 5.05 12 3X4(B1) 3X3 1.5X4 3X4 4X4 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 452 /-/-/327 /220 /196 F 34 /-/-/24 /22 /- E 200 /-/-/127 /146 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 299 -598 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 654 -325 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.015 I 999 360 VERT(CL):0.025 I 999 240 HORZ(LL):-0.022 G - - HORZ(TL):0.034 G - - Creep Factor: 2.0 Max TC CSI:0.591 Max BC CSI:0.146 Max W eb CSI:0.506 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C51 Ply: 1 Qty:1 SEQN:11989 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T190 DrwNo:079.20.1313.38572 AK /DF 03/19/2020 4'1"4 4'1"4 5'4"10 1'3"5 5'8"12 4"2 4'1"4 4'1"4 5'2"14 1'1"9 5'8"12 5"14 1'7"13 6"3 2'11"21'3'5"124'0"12 26'8"6 A B C D E F G H I J 5.05 12 3X4(B1) 3X3 1.5X4 3X4 4X4 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 373 /-/-/277 /183 /141 D 64 /-/-/58 /8 /- C 96 /-/-/34 /92 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.661 Max BC CSI:0.129 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C52 Ply: 1 Qty:1 SEQN:11990 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T1 DrwNo:079.20.1313.34828 AK /DF 03/19/2020 3'8"12 3'8"121'7"13 6"3 2'1"2'6"1524'0"12 25'10"4 A B C D 5.05 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 373 /-/-/277 /183 /141 D 64 /-/-/58 /8 /- C 96 /-/-/34 /92 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.661 Max BC CSI:0.129 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C52 Ply: 1 Qty:1 SEQN:11990 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T1 DrwNo:079.20.1313.34828 AK /DF 03/19/2020 3'8"12 3'8"121'7"13 6"3 2'1"2'6"1524'0"12 25'10"4 A B C D 5.05 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 331 /-/-/255 /167 /87 D 20 /-2 /-/32 /12 /- C -/-14 /-/31 /33 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.086 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C53 Ply: 1 Qty:1 SEQN:11991 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T121 DrwNo:079.20.1313.36871 AK /DF 03/19/2020 1'8"12 1'8"121'7"13 6"3 1'2"151'8"1424'0"12 25'0"3 A B C D 5.05 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 331 /-/-/255 /167 /87 D 20 /-2 /-/32 /12 /- C -/-14 /-/31 /33 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.086 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C53 Ply: 1 Qty:1 SEQN:11991 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T121 DrwNo:079.20.1313.36871 AK /DF 03/19/2020 1'8"12 1'8"121'7"13 6"3 1'2"151'8"1424'0"12 25'0"3 A B C D 5.05 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 337 /-/-/255 /167 /107 D 37 /-/-/41 /10 /- C 36 /-/-/22 /45 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.75 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.602 Max BC CSI:0.101 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C54 Ply: 1 Qty:1 SEQN:11970 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T112 DrwNo:079.20.1313.34079 AK /DF 03/19/2020 2'5"10 2'5"101'7"13 6"3 1'6"102'0"924'0"12 25'3"14 A B C D 5.05 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 337 /-/-/255 /167 /107 D 37 /-/-/41 /10 /- C 36 /-/-/22 /45 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.75 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.602 Max BC CSI:0.101 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C54 Ply: 1 Qty:1 SEQN:11970 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T112 DrwNo:079.20.1313.34079 AK /DF 03/19/2020 2'5"10 2'5"101'7"13 6"3 1'6"102'0"924'0"12 25'3"14 A B C D 5.05 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 511 /-/-/367 /250 /236 D 132 /-/-/104 /20 /- C 228 /-/-/100 /204 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.73 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.014 D - - HORZ(TL):0.019 D - - Creep Factor: 2.0 Max TC CSI:0.666 Max BC CSI:0.538 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C55 Ply: 1 Qty:1 SEQN:11971 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T113 DrwNo:079.20.1313.40943 AK /DF 03/19/2020 7'1"10 7'1"101'7"13 6"3 3'6"34'0"324'0"12 27'3"7 A B C D 5.05 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 511 /-/-/367 /250 /236 D 132 /-/-/104 /20 /- C 228 /-/-/100 /204 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.73 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.014 D - - HORZ(TL):0.019 D - - Creep Factor: 2.0 Max TC CSI:0.666 Max BC CSI:0.538 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C55 Ply: 1 Qty:1 SEQN:11971 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T113 DrwNo:079.20.1313.40943 AK /DF 03/19/2020 7'1"10 7'1"101'7"13 6"3 3'6"34'0"324'0"12 27'3"7 A B C D 5.05 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Negative reaction(s) of -590# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 520 /-/-/373 /251 /253 F 771 /-/-/526 /575 /- E -/-590 /-/461 /376 /- D 169 /-/-/84 /144 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 5.1 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearings B & F Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - F 1043 -687 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.134 H 668 360 VERT(CL):0.216 H 413 240 HORZ(LL):-0.063 C - - HORZ(TL):0.098 C - - Creep Factor: 2.0 Max TC CSI:0.669 Max BC CSI:0.488 Max W eb CSI:0.341 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C56 Ply: 1 Qty:1 SEQN:12352 JACK FROM: Cust: R 761 JRef:1WTP7610004 T202 DrwNo:080.20.1109.18960 JB /DF 03/20/2020 7'6"3 3'7"9 3'7"9 7'8"12 4'1"2 3'7"9 3'7"9 3'9"5 1"12 7'6"11 3'9"5 7'8"12 2"11'7"13 6"3 1'2'9"43'9"44'3"324'0"12 25'0"12 27'6"8 A B C D EF G H I 5.05 12 3X4(B1) 3X3 2X63X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Negative reaction(s) of -590# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 520 /-/-/373 /251 /253 F 771 /-/-/526 /575 /- E -/-590 /-/461 /376 /- D 169 /-/-/84 /144 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 5.1 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearings B & F Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - F 1043 -687 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.86 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.134 H 668 360 VERT(CL):0.216 H 413 240 HORZ(LL):-0.063 C - - HORZ(TL):0.098 C - - Creep Factor: 2.0 Max TC CSI:0.669 Max BC CSI:0.488 Max W eb CSI:0.341 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C56 Ply: 1 Qty:1 SEQN:12352 JACK FROM: Cust: R 761 JRef:1WTP7610004 T202 DrwNo:080.20.1109.18960 JB /DF 03/20/2020 7'6"3 3'7"9 3'7"9 7'8"12 4'1"2 3'7"9 3'7"9 3'9"5 1"12 7'6"11 3'9"5 7'8"12 2"11'7"13 6"3 1'2'9"43'9"44'3"324'0"12 25'0"12 27'6"8 A B C D EF G H I 5.05 12 3X4(B1) 3X3 2X63X6 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 452 /-/-/327 /220 /196 F 35 /-/-/25 /23 /- E 199 /-/-/126 /145 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 304 -608 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 658 -328 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.015 I 999 360 VERT(CL):0.026 I 999 240 HORZ(LL):-0.022 G - - HORZ(TL):0.034 G - - Creep Factor: 2.0 Max TC CSI:0.591 Max BC CSI:0.144 Max W eb CSI:0.510 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C57 Ply: 1 Qty:1 SEQN:12160 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T125 DrwNo:079.20.1313.42004 AK /DF 03/19/2020 4'0"13 4'0"13 5'4"11 1'3"14 5'8"12 4" 4'0"13 4'0"13 5'2"15 1'2"2 5'8"12 5"12 1'7"13 6"3 2'11"21'3'5"124'0"12 26'8"6 A B C D E F G H I J 5.05 12 3X4(B1) 3X3 1.5X4 3X4 4X4 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 452 /-/-/327 /220 /196 F 35 /-/-/25 /23 /- E 199 /-/-/126 /145 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 304 -608 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 658 -328 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.015 I 999 360 VERT(CL):0.026 I 999 240 HORZ(LL):-0.022 G - - HORZ(TL):0.034 G - - Creep Factor: 2.0 Max TC CSI:0.591 Max BC CSI:0.144 Max W eb CSI:0.510 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C57 Ply: 1 Qty:1 SEQN:12160 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T125 DrwNo:079.20.1313.42004 AK /DF 03/19/2020 4'0"13 4'0"13 5'4"11 1'3"14 5'8"12 4" 4'0"13 4'0"13 5'2"15 1'2"2 5'8"12 5"12 1'7"13 6"3 2'11"21'3'5"124'0"12 26'8"6 A B C D E F G H I J 5.05 12 3X4(B1) 3X3 1.5X4 3X4 4X4 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 373 /-/-/277 /183 /141 D 64 /-/-/58 /8 /- C 96 /-/-/34 /92 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.661 Max BC CSI:0.129 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C58 Ply: 1 Qty:1 SEQN:11975 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T116 DrwNo:079.20.1313.35967 AK /DF 03/19/2020 3'8"12 3'8"121'7"13 6"3 2'1"2'6"1524'0"12 25'10"4 A B C D 5.05 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 373 /-/-/277 /183 /141 D 64 /-/-/58 /8 /- C 96 /-/-/34 /92 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.661 Max BC CSI:0.129 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C58 Ply: 1 Qty:1 SEQN:11975 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T116 DrwNo:079.20.1313.35967 AK /DF 03/19/2020 3'8"12 3'8"121'7"13 6"3 2'1"2'6"1524'0"12 25'10"4 A B C D 5.05 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 331 /-/-/255 /167 /87 D 20 /-2 /-/32 /12 /- C -/-14 /-/31 /33 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.086 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C59 Ply: 1 Qty:1 SEQN:11976 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T117 DrwNo:079.20.1313.28978 AK /DF 03/19/2020 1'8"12 1'8"121'7"13 6"3 1'2"151'8"1424'0"12 25'0"3 A B C D 5.05 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 331 /-/-/255 /167 /87 D 20 /-2 /-/32 /12 /- C -/-14 /-/31 /33 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.086 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C59 Ply: 1 Qty:1 SEQN:11976 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T117 DrwNo:079.20.1313.28978 AK /DF 03/19/2020 1'8"12 1'8"121'7"13 6"3 1'2"151'8"1424'0"12 25'0"3 A B C D 5.05 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 413 /-/-/284 /214 /123 D 59 /-/-/59 /11 /- C 79 /-/-/28 /76 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.87 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.003 D - - HORZ(TL):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.907 Max BC CSI:0.172 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C60 Ply: 1 Qty:1 SEQN:11956 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T180 DrwNo:079.20.1313.42051 AK /DF 03/19/2020 3'7"9 3'7"91'11"9 6"3 1'9"102'3"724'0"12 25'6"14 A B C D 4.24 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 413 /-/-/284 /214 /123 D 59 /-/-/59 /11 /- C 79 /-/-/28 /76 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.87 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.003 D - - HORZ(TL):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.907 Max BC CSI:0.172 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C60 Ply: 1 Qty:1 SEQN:11956 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T180 DrwNo:079.20.1313.42051 AK /DF 03/19/2020 3'7"9 3'7"91'11"9 6"3 1'9"102'3"724'0"12 25'6"14 A B C D 4.24 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 484 /-/-/324 /251 /169 F 170 /-/-/114 /114 /- E 46 /-/-/20 /37 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 414 -313 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - K 309 -595 Chords Tens.Comp. K - H 281 -538 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 621 -274 K - J 233 -491 Webs Tens.Comp. D - G 497 -258 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.23 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.030 J 999 360 VERT(CL):0.045 J 999 240 HORZ(LL):-0.017 G - - HORZ(TL):0.028 G - - Creep Factor: 2.0 Max TC CSI:0.894 Max BC CSI:0.328 Max W eb CSI:0.267 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C61 Ply: 1 Qty:1 SEQN:12346 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T183 DrwNo:079.20.1313.26779 AK /DF 03/19/2020 2'3"6 2'3"6 2'10"15 7"9 4'1"1 1'2"2 5'3"14 1'2"13 5'7"9 3"12 1'11"9 6"3 6"2'0"11'2'6"12'11"1524'0"12 24'6"12 26'3"5 A B C D E FG H I JK 4.24 12 3X4(B1) 3X81.5X4 3X3 3X31.5X4 4X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 484 /-/-/324 /251 /169 F 170 /-/-/114 /114 /- E 46 /-/-/20 /37 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 414 -313 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - K 309 -595 Chords Tens.Comp. K - H 281 -538 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 621 -274 K - J 233 -491 Webs Tens.Comp. D - G 497 -258 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.23 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.030 J 999 360 VERT(CL):0.045 J 999 240 HORZ(LL):-0.017 G - - HORZ(TL):0.028 G - - Creep Factor: 2.0 Max TC CSI:0.894 Max BC CSI:0.328 Max W eb CSI:0.267 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C61 Ply: 1 Qty:1 SEQN:12346 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T183 DrwNo:079.20.1313.26779 AK /DF 03/19/2020 2'3"6 2'3"6 2'10"15 7"9 4'1"1 1'2"2 5'3"14 1'2"13 5'7"9 3"12 1'11"9 6"3 6"2'0"11'2'6"12'11"1524'0"12 24'6"12 26'3"5 A B C D E FG H I JK 4.24 12 3X4(B1) 3X81.5X4 3X3 3X31.5X4 4X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 471 /-/-/317 /244 /161 E 46 /-/-/36 /20 /- D 162 /-/-/89 /120 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.057 F 999 360 VERT(CL):0.090 F 693 240 HORZ(LL):-0.021 C - - HORZ(TL):0.031 C - - Creep Factor: 2.0 Max TC CSI:0.840 Max BC CSI:0.154 Max W eb CSI:0.104 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C62 Ply: 1 Qty:1 SEQN:12337 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T187 DrwNo:079.20.1313.42129 AK /DF 03/19/2020 3'8"2 3'8"2 5'3"11 1'7"9 4'3"14 4'3"14 5'3"11 11"131'11"9 6"3 6"1'10"112'4"112'10"924'0"12 24'6"12 26'1"15 A B C D E FGH 4.24 12 3X4(B1)3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 471 /-/-/317 /244 /161 E 46 /-/-/36 /20 /- D 162 /-/-/89 /120 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.057 F 999 360 VERT(CL):0.090 F 693 240 HORZ(LL):-0.021 C - - HORZ(TL):0.031 C - - Creep Factor: 2.0 Max TC CSI:0.840 Max BC CSI:0.154 Max W eb CSI:0.104 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C62 Ply: 1 Qty:1 SEQN:12337 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T187 DrwNo:079.20.1313.42129 AK /DF 03/19/2020 3'8"2 3'8"2 5'3"11 1'7"9 4'3"14 4'3"14 5'3"11 11"131'11"9 6"3 6"1'10"112'4"112'10"924'0"12 24'6"12 26'1"15 A B C D E FGH 4.24 12 3X4(B1)3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 336 /-/-/259 /174 /82 D 16 /-5 /-/30 /13 /- C -/-29 /-/38 /42 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.56 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.611 Max BC CSI:0.087 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C63 Ply: 1 Qty:1 SEQN:11960 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T185 DrwNo:079.20.1313.28199 AK /DF 03/19/2020 1'6"14 1'6"141'8" 6"3 1'2"11'8"24'0"12 24'11"5 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 336 /-/-/259 /174 /82 D 16 /-5 /-/30 /13 /- C -/-29 /-/38 /42 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.56 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.611 Max BC CSI:0.087 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C63 Ply: 1 Qty:1 SEQN:11960 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T185 DrwNo:079.20.1313.28199 AK /DF 03/19/2020 1'6"14 1'6"141'8" 6"3 1'2"11'8"24'0"12 24'11"5 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 407 /-/-/297 /199 /163 E 147 /-/-/100 /118 /- D 26 /-/-/24 /17 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 480 -193 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.003 G 999 360 VERT(CL):0.006 G 999 240 HORZ(LL):-0.003 F - - HORZ(TL):0.004 F - - Creep Factor: 2.0 Max TC CSI:0.614 Max BC CSI:0.110 Max W eb CSI:0.184 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C64 Ply: 1 Qty:1 SEQN:11961 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T170 DrwNo:079.20.1313.40398 AK /DF 03/19/2020 3'6"11 3'6"11 4'6"14 1'0"4 3'6"11 3'6"11 4'2"10 8" 4'6"14 4"4 1'8" 6"3 6"1'11"12'5"12'11"24'0"12 24'6"12 26'2"5 A B C D EF G H 5 12 3X4(B1)3X31.5X4 4X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 407 /-/-/297 /199 /163 E 147 /-/-/100 /118 /- D 26 /-/-/24 /17 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 480 -193 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.003 G 999 360 VERT(CL):0.006 G 999 240 HORZ(LL):-0.003 F - - HORZ(TL):0.004 F - - Creep Factor: 2.0 Max TC CSI:0.614 Max BC CSI:0.110 Max W eb CSI:0.184 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C64 Ply: 1 Qty:1 SEQN:11961 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T170 DrwNo:079.20.1313.40398 AK /DF 03/19/2020 3'6"11 3'6"11 4'6"14 1'0"4 3'6"11 3'6"11 4'2"10 8" 4'6"14 4"4 1'8" 6"3 6"1'11"12'5"12'11"24'0"12 24'6"12 26'2"5 A B C D EF G H 5 12 3X4(B1)3X31.5X4 4X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 407 /-/-/297 /199 /163 E 146 /-/-/99 /117 /- D 27 /-/-/24 /17 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 478 -192 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.003 G 999 360 VERT(CL):0.006 G 999 240 HORZ(LL):-0.003 F - - HORZ(TL):0.004 F - - Creep Factor: 2.0 Max TC CSI:0.614 Max BC CSI:0.110 Max W eb CSI:0.185 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C65 Ply: 1 Qty:1 SEQN:11963 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T176 DrwNo:079.20.1313.26716 AK /DF 03/19/2020 3'6"8 3'6"8 4'6"14 1'0"6 3'6"8 3'6"8 4'2"10 8"2 4'6"14 4"4 1'8" 6"3 6"1'11"12'5"12'11"24'0"12 24'6"12 26'2"5 A B C D EF G H 5 12 3X4(B1)3X31.5X4 4X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 407 /-/-/297 /199 /163 E 146 /-/-/99 /117 /- D 27 /-/-/24 /17 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 478 -192 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.003 G 999 360 VERT(CL):0.006 G 999 240 HORZ(LL):-0.003 F - - HORZ(TL):0.004 F - - Creep Factor: 2.0 Max TC CSI:0.614 Max BC CSI:0.110 Max W eb CSI:0.185 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C65 Ply: 1 Qty:1 SEQN:11963 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T176 DrwNo:079.20.1313.26716 AK /DF 03/19/2020 3'6"8 3'6"8 4'6"14 1'0"6 3'6"8 3'6"8 4'2"10 8"2 4'6"14 4"4 1'8" 6"3 6"1'11"12'5"12'11"24'0"12 24'6"12 26'2"5 A B C D EF G H 5 12 3X4(B1)3X31.5X4 4X4 4X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 336 /-/-/259 /174 /82 D 16 /-5 /-/30 /13 /- C -/-29 /-/38 /42 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.56 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.611 Max BC CSI:0.087 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C66 Ply: 1 Qty:1 SEQN:11964 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T188 DrwNo:079.20.1313.33782 AK /DF 03/19/2020 1'6"14 1'6"141'8" 6"3 1'2"11'8"24'0"12 24'11"5 A B C D 5 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 336 /-/-/259 /174 /82 D 16 /-5 /-/30 /13 /- C -/-29 /-/38 /42 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.56 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.611 Max BC CSI:0.087 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C66 Ply: 1 Qty:1 SEQN:11964 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T188 DrwNo:079.20.1313.33782 AK /DF 03/19/2020 1'6"14 1'6"141'8" 6"3 1'2"11'8"24'0"12 24'11"5 A B C D 5 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 471 /-/-/317 /244 /161 E 46 /-/-/36 /20 /- D 162 /-/-/89 /120 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.057 F 999 360 VERT(CL):0.090 F 693 240 HORZ(LL):-0.021 C - - HORZ(TL):0.031 C - - Creep Factor: 2.0 Max TC CSI:0.840 Max BC CSI:0.154 Max W eb CSI:0.104 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C67 Ply: 1 Qty:1 SEQN:12334 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T184 DrwNo:079.20.1313.26951 AK /DF 03/19/2020 3'8"1 3'8"1 5'3"11 1'7"9 4'3"13 4'3"13 5'3"11 11"131'11"9 6"3 6"1'10"112'4"112'10"924'0"12 24'6"12 26'1"15 A B C D E FGH 4.24 12 3X4(B1)3X3 1.5X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 471 /-/-/317 /244 /161 E 46 /-/-/36 /20 /- D 162 /-/-/89 /120 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.057 F 999 360 VERT(CL):0.090 F 693 240 HORZ(LL):-0.021 C - - HORZ(TL):0.031 C - - Creep Factor: 2.0 Max TC CSI:0.840 Max BC CSI:0.154 Max W eb CSI:0.104 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C67 Ply: 1 Qty:1 SEQN:12334 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T184 DrwNo:079.20.1313.26951 AK /DF 03/19/2020 3'8"1 3'8"1 5'3"11 1'7"9 4'3"13 4'3"13 5'3"11 11"131'11"9 6"3 6"1'10"112'4"112'10"924'0"12 24'6"12 26'1"15 A B C D E FGH 4.24 12 3X4(B1)3X3 1.5X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 484 /-/-/325 /251 /169 F 199 /-/-/125 /137 /- E 18 /-3 /-/9 /14 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - K 244 -473 Chords Tens.Comp. K - H 217 -416 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 627 -274 K - J 233 -496 Webs Tens.Comp. D - G 556 -287 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.23 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.032 J 999 360 VERT(CL):0.050 J 999 240 HORZ(LL):-0.018 G - - HORZ(TL):0.029 G - - Creep Factor: 2.0 Max TC CSI:0.894 Max BC CSI:0.337 Max W eb CSI:0.230 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C68 Ply: 1 Qty:1 SEQN:12329 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T173 DrwNo:079.20.1313.28400 AK /DF 03/19/2020 2'3"6 2'3"6 2'10"15 7"9 4'5"5 1'6"6 5'7"9 1'2"41'11"9 6"3 6"2'0"11'2'6"12'11"1524'0"12 24'6"12 26'3"5 A B C D E FG H I JK 4.24 12 3X4(B1) 3X81.5X4 3X3 3X31.5X4 4X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 484 /-/-/325 /251 /169 F 199 /-/-/125 /137 /- E 18 /-3 /-/9 /14 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - K 244 -473 Chords Tens.Comp. K - H 217 -416 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 627 -274 K - J 233 -496 Webs Tens.Comp. D - G 556 -287 Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.23 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.032 J 999 360 VERT(CL):0.050 J 999 240 HORZ(LL):-0.018 G - - HORZ(TL):0.029 G - - Creep Factor: 2.0 Max TC CSI:0.894 Max BC CSI:0.337 Max W eb CSI:0.230 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C68 Ply: 1 Qty:1 SEQN:12329 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T173 DrwNo:079.20.1313.28400 AK /DF 03/19/2020 2'3"6 2'3"6 2'10"15 7"9 4'5"5 1'6"6 5'7"9 1'2"41'11"9 6"3 6"2'0"11'2'6"12'11"1524'0"12 24'6"12 26'3"5 A B C D E FG H I JK 4.24 12 3X4(B1) 3X81.5X4 3X3 3X31.5X4 4X4 1.5X4 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 413 /-/-/284 /214 /123 D 59 /-/-/59 /11 /- C 79 /-/-/28 /76 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.87 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.003 D - - HORZ(TL):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.907 Max BC CSI:0.172 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C69 Ply: 1 Qty:1 SEQN:11968 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T178 DrwNo:079.20.1313.42191 AK /DF 03/19/2020 3'7"9 3'7"91'11"9 6"3 1'9"102'3"724'0"12 25'6"14 A B C D 4.24 12 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 413 /-/-/284 /214 /123 D 59 /-/-/59 /11 /- C 79 /-/-/28 /76 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:10.00 Soffit:10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.87 ft TCDL: 5.0 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.003 D - - HORZ(TL):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.907 Max BC CSI:0.172 Max W eb CSI:0.000 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:C69 Ply: 1 Qty:1 SEQN:11968 /JACK FROM: Cust: R 761 JRef:1WTP7610004 T178 DrwNo:079.20.1313.42191 AK /DF 03/19/2020 3'7"9 3'7"91'11"9 6"3 1'9"102'3"724'0"12 25'6"14 A B C D 4.24 12 3X4(B1) 03/20/2020 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*75 /-/-/46 /65 /7 Wind reactions based on MWFRS B Brg Width = 51.4 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.67 ft TCDL: 5.0 psf BCDL: 2.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.001 F 999 360 VERT(CL):0.001 F 999 240 HORZ(LL):-0.001 F - - HORZ(TL):0.001 F - - Creep Factor: 2.0 Max TC CSI:0.079 Max BC CSI:0.045 Max W eb CSI:0.021 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:P1 Ply: 1 Qty:21 SEQN:14005 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T3 DrwNo:079.20.1313.27355 AK /DF 03/19/2020 4'3"6 2'1"11 2'1"11 4'3"6 2'1"11 4'3"6 4'3"6 4"3 4"11'2"121'4"430'11"12A B C D E F 5 12 2X4(A1) 4X4 1.5X4 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*75 /-/-/46 /65 /7 Wind reactions based on MWFRS B Brg Width = 51.4 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:45.00 NCBCLL:0.00 Soffit:10.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.67 ft TCDL: 5.0 psf BCDL: 2.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.001 F 999 360 VERT(CL):0.001 F 999 240 HORZ(LL):-0.001 F - - HORZ(TL):0.001 F - - Creep Factor: 2.0 Max TC CSI:0.079 Max BC CSI:0.045 Max W eb CSI:0.021 VIEW Ver: 17.02.01A.1115.21 Job Number:20-0005 /CHRISTOPHER BURTON HOMES / /MACK RESIDENCE Truss Label:P1 Ply: 1 Qty:21 SEQN:14005 /COMN FROM: GLM Cust: R 761 JRef:1WTP7610004 T3 DrwNo:079.20.1313.27355 AK /DF 03/19/2020 4'3"6 2'1"11 2'1"11 4'3"6 2'1"11 4'3"6 4'3"6 4"3 4"11'2"121'4"430'11"12A B C D E F 5 12 2X4(A1) 4X4 1.5X4 2X4(A1) 03/20/2020 COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 03/20/2020COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 03/20/2020COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 03/20/2020COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 03/20/2020COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 03/20/2020COA #0 278 03/20/2020COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 03/20/2020COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 03/20/2020COA #0 278