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HomeMy WebLinkAboutAvalon - Trusswood - Truss Drawings (1.2.20)0 00 IT 14' 42'8" 4'8'� 110AP-1111Y 21'4" 00 TRUSSWOOD Roof & Floor Trusses 3620 Bobbi Lane P.O. Box 5366 Titusville, FL 32783-5366 Of P i ce : (321) 383-0366 Fax: (321) 383-0362 WWW:WWW.generalgtrusswood.net CUSTOMER: OCEAN ESTATES LLC JOB NAME: AVALON BY THE BEACH DATE: 12/12/2019 JOB NO.: 29036 MODEL: 2ND *BUILDERS WARNING* THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMRNENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING AND REACTIONS. ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. ALL PLANS ARE NOT TO SCALE. DO NOT SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE CALL THE OFFICE TO GET THE DIMENSION. LOADING WIND SPEED SPACING DRAWN BY PITCH OVERHANG CANT. FLOOR DEPTH BEARING SIZE (s) SQUARE FT. WALL HEIGHT (s) 20+7+10= 37psP 170mph CLOSED EXP.D 24" ALLISON O'CONNOR 6/12 1'-6' N/A N/A 8 .. 3274 10'-0" Ln T �12'8" _�?�13'4" + 1514 �14'8" �0�-4181 21'4" 42'8- co �f TRUSSWOOD Roof & Floor Trusses 3620 Bobbi Lane P.O. Box 5366 Titusville, FL 32783-5366 Of F' i ce : (321) 383 -0366 Fax : (321) 383 -0362 WWW:WWW.generclgtrusswood.net CUSTOMER: OCEAN ESTATES LLC JOB NAME: AVALON BY THE BEACH DATE: 12/12/2019 JOB NO.: 29036 MODEL, *BUILDERS WARNING* THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING AND REACTIONS. ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. ALL PLANS ARE NOT TO SCALE. DO NOT SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE CALL THE OFFICE TO GET THE DIMENSION. LOADING: WIND SPEED: SPACING: DRAWN BY: PITCH: OVERHANG: CANT.: FLOOR DEPTH: BEARING SIZE (s) SQUARE FT.: WALL HEIGHT (s) = 20+7+10 = 32sP 170mph CLOSED EXP.D 24" ALLISON O'CONNOR 6/12 1 -6' N/A 24" B.. 3274 12'-0" JobKey: 29036 Company: TRUSSWOOD Address: 3620 BOBBI LANE Titusville, F1 32783-0366 Phone: (321)383-0366 Site Address: 6801 OCEAN ESTATES CT FT PIERCE,** - SUPPORT REPORT JOB DESCRIPTION: 29036 WIND CODE: ----------------------------------------------------------------------------------- ASCE 7-10 WIND MPH: 170 BLDG TYPE: VARIES ----------------------------------------------------------------------------------- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC ----------------------------------------------------------------------------------- SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.-# Cl 30.00 6.00 WALL 0.000 24.063 1292 -1276 Cl 30.00 3.00 *Special 29.749 24.063 1131 -1478 -------------------------------------------------------------------------------- C1B 15.33 8.00 WALL 0.000 12.000 575 -403 C1B 15.33 8.00 WALL 14.667 12.000 672 -497 -------------------------------------------------------------------------------- C1C 14.67 8.00 WALL 0.000 12.000 648 -479 C1C 14.67 8.00 WALL 14.000 12.000 549 -384 -------------------------------------------------------------------------------- C1E 7.34 6.00 WALL 0.002 24.063 420 -513 C1E 7.34 6.00 WALL 6.836 24.063 427 -529 -------------------------------------------------------------------------------- C2 30.00 6.00 WALL 0.000 24.063 1267 -1283 C2 30.00 3.00 *Special 29.749 24.063 1131 -1389 -------------------------------------------------------------------------------- C2B 15.33 8.00 WALL 0.000 12.000 575 -444 C2B 15.33 8.00 WALL 14.667 12.000 672 -468 -------------------------------------------------------------------------------- C2C 14.50 8.00 WALL 0.000 12.000 641 -475 C2C 14.50 6.00 WALL 14.000 12.000 543 -380 -------------------------------------------------------------------------------- C2E 7.34 6.00 WALL 0.003 24.063 417 -383 C2E 7.34 1.50 NAILED 7.335 24.084 276 -288 -------------------------------------------------------------------------------- C3 30.00 6.00 WALL 0.000 24.063 1252 -1294 C3 30.00 3.00 *Special 29.749 24.063 1127 -1288 -------------------------------------------------------------------------------- C3B 15.33 8.00 WALL 0.000 12.000 575 -461 C3B 15.33 8.00 WALL 14.667 12.000 672 -450 -------------------------------------------------------------------------------- C4B 15.33 8.00 WALL 0.000 12.000 575 -371 C4B 15.33 8.00 WALL 14.667 12.000 672 -273 -------------------------------------------------------------------------------- 05B 30.00 8.00 WALL 0.000 12.000 545 -237 C5B 30.00 8.00 WALL 14.667 12.000 1443 -534 C5B 30.00 8.00 WALL 29.333 12.000 545 -301 -------------------------------------------------------------------------------- C6B 30.00 8.00 WALL 0.000 12.000 1317 -464 C6B 30.00 8.00 WALL 29.333 12.000 1317 -464 -------------------------------------------------------------------------------- CJl 1.00 4.00 WALL 0.000 24.063 338 -312 CJl 1.00 1.50 NAILED 1.000 24.063 62 -15 -53 CJl 1.00 1.50 NAILED 1.000 24.618 109 -48 -110 -------------------------------------------------------------------------------- CJlA 1.00 8.00 WALL 0.000 12.000 327 -231 CJlA 1.00 1.50 NAILED 1.000 12.000 44 -15 -41 CJlA 1.00 1.50 NAILED 1.000 12.555 91 -48 -106 -------------------------------------------------------------------------------- CJ3 3.00 3.99 WALL 0.000 24.063 267 -253 CJ3 3.00 1.50 NAILED 3.000 24.063 59 -22 CJ3 3.00 1.50 NAILED 3.000 25.618 56 -93 -------------------------------------------------------------------------------- CJ3A 3.00 8.00 WALL 0.000 12.000 272 -170 CJ3A 3.00 1.50 NAILED 3.000 12.000 56 -19 CJ3A 3.00 1.50 NAILED 3.000 13.555 56 -64 -------------------------------------------------------------------------------- CJ3B 3.00 8.00 WALL 0.000 12.000 119 -56 CJ3B 3.00 1.50 NAILED 3.000 12.000 53 -18 CJ3B 3.00 1.50 NAILED 3.000 13.555 72 -82 -------------------------------------------------------------------------------- CJ5 5.00 3.99 WALL 0.000 24.063 303 -297 CJ5 5.00 1.50 NAILED 4.999 24.063 89 -31 CJ5 5.00 1.50 NAILED 4.999 26.618 114 -192 -------------------------------------------------------------------------------- CJ5A 5.00 8.00 WALL 0.000 12.000 311 -196 CJ5A 5.00 1.50 NAILED 5.000 12.000 89 -21 CJ5A 5.00 1.50 NAILED 5.000 14.555 114 -129 -------------------------------------------------------------------------------- CJ5B 5.00 8.00 WALL 0.000 12.000 195 -95 CJ5B 5.00 1.50 NAILED 5.000 12.000 91 -30 CJ5B 5.00 1.50 NAILED 5.000 14.555 123 -140 -------------------------------------------------------------------------------- EJ3 3.00 6.00 WALL 0.000 24.063 312 -297 EJ3 3.00 1.50 NAILED 3.000 24.063 98 -61 EJ3 3.00 1.50 NAILED 3.000 25.618 56 -99 -------------------------------------------------------------------------------- EJ3A 3.00 6.00 WALL 0.000 24.063 267 -253 EJ3A 3.00 1.50 NAILED 3.000 24.063 59 -22 EJ3A 3.00 1.50 NAILED 3.000 25.618 56 -93 -------------------------------------------------------------------------------- EJ6 4.00 1.50 NAILED -0.125 12.000 69 -14 EJ6 4.00 1.50 NAILED -0.125 14.021 86 -99 EJ6 4.00 8.00 WALL 3.333 12.000 265 -180 -------------------------------------------------------------------------------- EJ7 7.00 6.00 WALL 0.000 24.063 369 -354 EJ7 7.00 1.50 NAILED 7.000 24.063 125 -49 EJ7 7.00 1.50 NAILED 7.000 27.618 170 -289 -------------------------------------------------------------------------------- EJ7A 7.00 6.00 WALL 0.000 24.063 369 -354 EJ7A 7.00 1.50 NAILED 7.000 24.063 125 -49 EJ7A 7.00 1.50 NAILED 7.000 27.618 170 -289 -------------------------------------------------------------------------------- F1 7.21 6.00 WALL 0.125 12.000 440 0 F1 7.21 6.00 WALL 6.833 12.000 440 0 -------------------------------------------------------------------------------- F2 7.33 3.00 WALL 0.000 13.750 454 0 F2 -------------------------------------------------------------------------------- 7.33 6.00 WALL 6.833 12.000 451 0 F3 16.17 3.00 WALL 0.000 13.750 444 0 F3 16.17 6.00 WALL 6.833 12.000 1034 0 F3 16.17 4.00 WALL 15.833 12.000 584 0 -------------------------------------------------------------------------------- F4 8.00 4.00 WALL 3.833 12.000 1005 0 F4 8.00 4.00 WALL 7.667 12.000 168 -165 0 -------------------------------------------------------------------------------- F5 21.08 5.00 WALL 0.000 12.000 1318 0 F5 21.08 3.00 WALL 20.833 13.750 1321 0 -------------------------------------------------------------------------------- F5A 21.08 5.00 WALL 0.000 12.000 1909 0 F5A 21.08 3.00 WALL 20.833 13.750 1888 0 -------------------------------------------------------------------------------- F6 21.08 5.00 WALL 0.000 12.000 523 0 F6 21.08 4.00 WALL 8.917 12.000 1511 0 F6 21.08 3.00 WALL 20.833 13.750 682 0 -------------------------------------------------------------------------------- F7 14.96 4.00 WALL 2.792 12.000 1539 0 F7 14.96 3.00 WALL 14.708 13.750 677 0 -------------------------------------------------------------------------------- F7A 12.17 4.00 WALL 0.000 12.000 756 0 F7A 12.17 3.00 WALL 11.917 13.750 759 0 -------------------------------------------------------------------------------- F8 14.58 111.00 WALL 0.000 12.000 5217 -615 F8 14.58 3.00 WALL 14.333 13.750 1206 -145 -------------------------------------------------------------------------------- FG1-2PLY 21.25 7.00 WALL 0.000 12.000 4717 -843 FG1-2PLY 21.25 3.00 *Special 21.000 12.000 4717 -843 -------------------------------------------------------------------------------- FG2-2PLY 9.87 4.00 WALL 3.833 12.000 3145 0 FG2-2PLY 9.87 26.00 WALL 7.708 12.000 1007 0 -------------------------------------------------------------------------------- G1-3PLY 24.33 8.00 WALL 0.001 24.063 5506 -7547 CI-3PLY 24.33 4.00 WALL 24.001 24.063 7285 -9132 -------------------------------------------------------------------------------- G2 7.00 6.00 WALL 0.000 24.063 685 -859 G2 7.00 3.00 *Special 6.750 24.063 648 -817 -------------------------------------------------------------------------------- G3 22.00 8.00 WALL 0.000 12.000 1197 -1021 G3 22.00 8.00 WALL 21.333 12.000 1188 -1031 -------------------------------------------------------------------------------- G4-2PLY 14.00 3.00 *Special 0.000 12.000 2648 -915 G4-2PLY 14.00 4.00 WALL 13.667 12.000 2443 -1047 -------------------------------------------------------------------------------- GE1 4.00 48.00 WALL 0.000 12.000 428 -906 -------------------------------------------------------------------------------- H11 24.33 8.00 WALL 0.000 24.063 1007 -1150 H11 24.33 4.00 WALL 24.000 24.063 1007 -1150 -------------------------------------------------------------------------------- H3 7.34 6.00 WALL 0.002 24.063 387 -607 H3 7.34 6.00 WALL 6.835 24.063 403 -633 -------------------------------------------------------------------------------- H3C 14.67 8.00 WALL 0.000 12.000 685 -499 H3C 14.67 8.00 WALL 14.000 12.000 594 -394 -------------------------------------------------------------------------------- H5C 14.67 8.00 WALL 0.000 12.000 648 -482 H5C 14.67 8.00 WALL 14.000 12.000 549 -387 -------------------------------------------------------------------------------- H7 24.33 8.00 WALL 0.000 24.063 1899 -2091 H7 24.33 4.00 WALL 24.000 24.063 1899 -2091 -------------------------------------------------------------------------------- H7B 15.33 8.00 WALL 0.000 12.000 1032 -732 H7B 15.33 8.00 WALL 14.667 12.000 1130 -845 -------------------------------------------------------------------------------- H7C 14.67 8.00 WALL 0.000 12.000 648 -466 H7C 14.67 8.00 WALL 14.000 12.000 549 -371 -------------------------------------------------------------------------------- H9 24.33 8.00 WALL 0.000 24.063 1008 -1138 H9 24.33 4.00 WALL 24.000 24.063 1008 -1139 -------------------------------------------------------------------------------- HJ3 4.24 11.31 WALL 0.000 24.063 200 -363 HJ3 4.24 1.50 NAILED 4.242 24.063 32 0 HJ3 4.24 1.50 NAILED 4.242 25.596 47 -101 -------------------------------------------------------------------------------- HJ3A 4.24 11.31 WALL 0.000 12.000 200 -184 HJ3A 4.24 1.50 NAILED 4.243 12.000 22 0 HJ3A 4.24 1.50 NAILED 4.243 13.533 47 -53 -------------------------------------------------------------------------------- HJ7 9.90 11.31 WALL 0.000 24.063 424 -506 HJ7 9.90 1.50 NAILED 9.899 24.063 324 -210 HJ7 9.90 1.50 NAILED 9.899 27.596 247 -403 -------------------------------------------------------------------------------- HJ7A 9.90 11.31 WALL 0.000 24.063 424 -506 HJ7A 9.90 1.50 NAILED 9.899 24.063 324 -210 HJ7A 9.90 1.50 NAILED 9.899 27.596 247 -403 -------------------------------------------------------------------------------- MHll 15.33 8.00 WALL 0.000 12.000 672 -436 MHll 15.33 8.00 WALL 14.667 12.000 575 -471 -------------------------------------------------------------------------------- MH11A 30.00 6.00 WALL 0.000 24.063 1346 -1307 MH11A 30.00 3.00 *Special 29.749 24.063 1127 -1625 -------------------------------------------------------------------------------- MH11B 28.67 6.00 WALL 0.000 24.063 1212 -1252 MH11B 28.67 6.00 WALL 28.167 24.063 1082 -1172 -------------------------------------------------------------------------------- MH13 15.33 8.00 WALL 0.000 12.000 672 -411 MH13 15.33 8.00 WALL 14.667 12.000 575 -493 -------------------------------------------------------------------------------- MH13A 30.00 6.00 WALL 0.000 24.063 1335 -1229 MH13A 30.00 3.00 *Special 29.749 24.063 1131 -1570 -------------------------------------------------------------------------------- MH13B 30.00 6.00 WALL 0.000 24.063 1251 -1307 MH13B 30.00 3.00 *Special 29.748 24.063 1126 -1226 -------------------------------------------------------------------------------- MH15B 30.00 6.00 WALL 0.000 24.063 1246 -1300 MH15B 30.00 3.00 *Special 29.748 24.063 1126 -1226 -------------------------------------------------------------------------------- MH7 15.33 8.00 WALL 0.000 12.000 1106 -824 MH7 15.33 8.00 WALL 14.667 12.000 1299 -912 -------------------------------------------------------------------------------- MH7A 30.00 6.00 WALL 0.000 24.063 2328 -3480 MH7A 30.00 3.00 *Special 29.749 24.063 2424 -3542 -------------------------------------------------------------------------------- MH7B 28.67 6.00 WALL 0.000 24.063 2887 -3384 MH7B 28.67 6.00 WALL 28.167 24.063 2738 -3280 -------------------------------------------------------------------------------- MH9 15.33 8.00 WALL 0.000 12.000 672 -457 MH9 15.33 8.00 WALL 14.667 12.000 575 -455 -------------------------------------------------------------------------------- MH9A 30.00 6.00 WALL 0.000 24.063 1319 -1323 MH9A 30.00 3.00 *Special 29.749 24.063 1127 -1610 -------------------------------------------------------------------------------- MH9B 28.67 6.00 WALL 0.000 24.063 1212 -1253 MH9B -------------------------------------------------------------------------------- 28.67 6.00 WALL 28.167 24.063 1082 -1173 ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- * denotes a connection calculated by the layout program. Refer to ----------------------------------------------------------------------------------- the Alpine Hardware Catalog for a complete list of connections. SEQN: 216011 / T16 / SPEC Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 168.0 Ibs Truss Label: C1 / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 7'34 14'4" L_!S 8 24' 30' 7'3"4 7'0"12 51"8 4'6"8 6' D-4X5 IIILA4 =3AJ =3A4 1114AOkk) 30' 1'6„ 1 7,3„4 7'0„12 9.8„ 6, 7'3"4 14'4" 24' 30. Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 27.59 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.55 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W3, W7 2x4 SP M-30: Hangers / Ties (J) Hanger Support Required, by others Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.154 K 999 360 VERT(CL): 0.162 K 999 240 HORZ(LL): -0.063 H - - HORZ(TL): 0.069 H Creep Factor: 2.0 Max TC CSI: 0.810 Max BC CSI: 0.828 Max Web CSI: 0.925 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1225 /- /- /1292 /1276 /366 H 1131 /- /- /1036 /1478 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req = 1.5 H Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 39 0 D- E 2123 -1387 VIEW Ver: 18.02.01A.0205.19 B - C 2707 -1999 E - F 1815 -1205 C-D 2086 -1425 F-G 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 1821 - 2601 J - 1 1618 - 2445 L - K 1 81 1 - 2596 1 - H 2337 - 3510 K -J 1618 - 2445 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. Right end vertical not exposed to wind pressure. L - C 472 -261 E - 1 918 -601 C - K 919 - 688 1 - F 865 - 954 D - K 1106 -1365 F - H 2243 -1493 K - E 892 - 573 G - H 202 -132 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professionaq engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 206992 / T49 / COMN Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt:58.8lbs Truss Label: C113 / .. 01/02/2020 1-3X4(A1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 7'8" 7-8„ 15'4" T8„ 78„ 15'4" 7,8„ T8„ 15'4" 1'6" - { Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.025 E 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.032 E 999 240 A 575 /- /- /357 /403 /255 Snow Duration: NA HORZ(LL): -0.016 E - - C 672 /- /- /495 /497 /- HORZ(TL): 0.020 E Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 A Brg Width = 8.0 Min Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.716 C Brg Width = 8.0 Min Reg = 1.5 TPI Std: 2014 Max BC CSI: 0.603 Bearings A & C are a rigid surface. Rep Fac: Yes Max Web CSI: 0.129 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 741 - 807 C - D 39 0 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 709 -809 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 653 - 445 E - C 653 - 445 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 340 -100 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint_Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 206977 / T60 / COMN Ply: 1 Job Number: 29036 FROM: AO Qty: 2 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 58.8 Ibs Truss Label: C1C / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 1'6" Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. 7'4" 7-4„ 14'8" T4„ 74„ 14'8" 7-4„ T4„ 14'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.022 E 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.028 E 999 240 B 648 /- /- /480 /479 /246 Snow Duration: NA HORZ(LL): 0.014 E - - D 549 /- /- /342 /384 /- HORZ(TL): 0.017 E Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.661 D Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.548 Bearings B & D are a rigid surface. Rep Fac: Yes Max Web CSI: 0.123 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 39 0 C - D 719 - 767 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 687 -770 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 620 - 479 E - D 620 - 479 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - E 324 - 95 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 214503 / T34 / SPEC Ply: 1 Job Number: 29036 FROM: AO Qty: 3 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt:30.8lbs Truss Label: C1E / .. 01/02/2020 3'8" 3'8" 1,6„3'8" 3'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Part. Enc. BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 24.92 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.55 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. C=4X4 T4„ 7-4" 3-8" 3'8" 74 �,6„ _O N Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.008 F 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.011 F 999 240 B 357 /- /- /420 /513 /181 Snow Duration: NA HORZ(LL): 0.004 F - - D 372 /- /- /427 /529 /- HORZ(TL): 0.005 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 6.0 Min Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.552 D Brg Width = 6.0 Min Reg = 1.5 TPI Std: 2014 Max BC CSI: 0.217 Bearings B & D are a rigid surface. Rep Fac: Yes Max Web CSI: 0.079 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 39 0 C - D 522 - 321 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 527 -318 D - E 39 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 337 - 301 F - D 337 - 301 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 266 -158 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 216017 / T73 / SPEC Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 162.4 Ibs Truss Label: C2 / .. 01/02/2020 M 4_3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 74 14'4" L "8 25'8"12 30' 7'S"4 6'10"12 111"8 4'3"4 4'3"4 D=4X5 30' 1'6" i 7'S 6'10"12 i T1"8 i 8'6"8 7'S"4 14'4" 21'S"8 30' Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 27.59 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.55 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :132 2x4 SP #1: Webs 2x4 SP #3 :W3 2x4 SP M-30: :W4 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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.168 J 999 360 VERT(CL): 0.180 J 999 240 HORZ(LL): -0.069 H - - HORZ(TL): 0.075 H Creep Factor: 2.0 Max TC CSI: 0.785 Max BC CSI: 0.921 Max Web CSI: 0.986 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 T ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1225 /- /- /1267 /1283 /372 H 1131 /- /- /1034 /1389 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req = 1.5 H Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 39 0 D- E 2089 -1418 B - C 2685 -1990 E - F 2795 -1863 C-D 2068 -1419 F-G 9 -18 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. ( B - K 1817 - 2508 J - 1 1907 - 2858 K - J 1807 - 2502 1 - H 2196 - 3231 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - C 504 - 282 E - 1 797 - 557 C - J 916 - 734 1 - F 1145 -1602 D - J 1080 -1304 F - H 2117 -1442 J - E 1299 - 872 G - H 164 -103 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211180 / T50 / HIPM Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 72.8 Ibs Truss Label: C213 / .. 01/02/2020 M N V 7'8" 15'4" 7'6" T8„ 1114X5(R) N5X8(R) AB C HG O V 473 15'4" 7'6" 7'8" T8„ 15'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.021 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.032 C 999 240 H 575 /- /- /325 /444 /275 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.015 F - - D 672 /- /- /563 /468 /- Des Ld: 37.00 EXP: D Kzt: NA HORZ( TL ): 0.016 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 H Brg Width = 8.0 Min Reg = 1.5 Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.706 D Br Width = 8.0 Min Reg = 1.5 9 Load Duration: 1.25 BCDL: 5.0 psf P MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.698 Bearings H & D are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.892 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 0 0 C - D 637 - 794 Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 700 -630 D - E 39 0 Lumber Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W2 2x4 SP #2: H-G 0 0 F-D 641 -381 Wind G - F 393 -107 Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply (Ibs) Left end vertical not exposed to wind pressure. Webs Tens.Comp. Webs Tens. Comp. B-G 617 -516 F-C 438 -148 B - F 696 - 776 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 206980 / T33 / COMN Ply: 1 Job Number: 29036 FROM: AO Qty: 4 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 58.8 Ibs Truss Label: C2C / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 1'6" Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. 7'4" 7'4" r. .1._.. 14'6" T4„ 7'4" 14'6" 77' T2„ 14'6" 3X4(A1) 60 V Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.017 E 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.019 E 999 240 B 641 /- /- /478 /475 /243 Snow Duration: NA HORZ(LL): 0.014 E - - D 543 /- /- /335 /380 /- HORZ(TL): 0.016 E Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.652 D Brg Width = 6.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.530 Bearings B & D are a rigid surface. Rep Fac: Yes Max Web CSI: 0.121 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 39 0 C - D 707 -75C WAVE VIEW Ver: 18.02.01A.0205.19 B - C 673 -751 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 603 - 471 E - D 603 - 471 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-E 317 -84 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 216064 / T27 / SPEC Ply: 1 Job Number: 29036 FROM: AO Qty: 3 G6EAUFEMTiE NR3XLBY,AMKLff0ABM THE BEACH DRW: Wgt: 29.4 Ibs Truss Label: C2E / .. 12/16/2019 1'6" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Part. Enc. BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 24.92 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.55 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 3,8" 3'8" C= 4X4 7-4" 3-8" 3'8" 3'8" 3'8" 7'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.009 E 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.008 E 999 240 B 374 /- /- /417 /383 /146 Snow Duration: NA HORZ(LL): 0.004 E - - D 268 /- /- /276 /288 /- HORZ(TL): 0.005 E Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 6.0 Min Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.530 D Brg Width = 1.5 Min Reg = - TPI Std: 2014 Max BC CSI: 0.228 Bearing B is a rigid surface. Rep Fac: Yes Max Web CSI: 0.084 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 39 0 C - D 707 -369 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 703 -365 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 307 - 520 E - D 308 - 520 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - E 282 -179 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 216024 / T72 / SPEC Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 165.2 Ibs Truss Label: C3 / .. 01/02/2020 7'4"2 14'4" 18'11"10 23'5"8 30' 7'42 6'11"14 4'7"10 4'S"14 6'6"8 D-4X5 IIILh4 =ShO =4hIU 30' 1 1'6" 1 7'4"2 1 6'11"14 9'1"8 1 6'6"8 1 7'4"2 14'4" 2XV8 30' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 27.59 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.55 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W3, W5 2x4 SP M-30 :W7 2x4 SP #2: Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. 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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.229 F 999 360 VERT(CL): 0.244 F 999 240 HORZ(LL): -0.063 C - - HORZ(TL): 0.068 C Creep Factor: 2.0 Max TC CSI: 0.989 Max BC CSI: 0.795 Max Web CSI: 0.840 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1230 /- /- /1252 /1294 /379 H 1127 /- /- /1034 /1288 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req = 1.5 H Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 39 0 D- E 2137 -1392 B - C 2697 - 2006 E - F 3928 - 2617 C - D 2074 -1433 F - G 3271 - 2208 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 1825 - 2454 J - 1 1601 - 2274 L - K 1816 - 2448 1 - H 23 - 34 K -J 1601 - 2274 Maximum Web Forces Per Ply (Ibs) Webs Tens.ComD. Webs Tens. L - C 475 - 265 E - 1 1123 -1632 C - K 931 - 689 F - 1 2223 -1476 D - K 1095 -1434 1 - G 2366 - 3506 K - E 925 - 577 G - H 1588 -1075 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professionaq engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 206998 / T51 / HIPM Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 82.6 Ibs Truss Label: C313 / .. 01/02/2020 98„ 5'61, �4X8 91101, + 15'4" 4'2" 5'61, 1 15'4" 516,. 9181, i 2H' 58" 15'4" 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.021 G 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.035 G 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.010 G - - Des Ld: 37.00 EXP: D Kzt: NA HORZ ( TL ): 0.015 G - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.672 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.766 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.630 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 18.02.01A.0205.19 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL 1 575 /- /- /359 /461 /334 E 672 /- /- /582 /450 /- Wind reactions based on MWFRS I Brg Width = 8.0 Min Reg = 1.5 E Brg Width = 8.0 Min Reg = 1.5 Bearings I & E are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 0 0 D- E 634 - 822 B-C 492 -441 E -F 39 0 C - D 451 - 548 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I-H 0 0 G-E 688 -421 H-G 466 -117 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - H 644 - 543 G - C 331 - 70 B - G 597 - 666 G - D 387 - 290 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 207001 / T52 / HIPM Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 85.4 Ibs Truss Label: C413 / .. 01/02/2020 1112X4 =4X10 AB C r T10" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. T10" 47- 15'4" E �-6" T' 11�5�� 5'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.018 D 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.034 D 999 240 1 575 /- /- /401 /371 /261 Snow Duration: NA HORZ(LL): 0.009 G - - E 672 /- /- /593 /273 /- HORZ(TL): 0.014 A Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 1 Brg Width = 8.0 Min Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.560 E Brg Width = 8.0 Min Reg = 1.5 TPI Std: 2014 Max BC CSI: 0.725 Bearings I & E are a rigid surface. Rep Fac: Yes Max Web CSI: 0.631 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 0 0 D- E 472 - 797 WAVE VIEW Ver: 18.02.01A.0205.19 B- C 0 0 E- F 39 0 C - D 677 - 763 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I -H 0 0 G-E 640 -241 H - G 389 - 79 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - H 132 - 95 C - G 655 - 642 H - C 622 - 489 G - D 474 - 351 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professionaq engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 223882 / T42 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 158.2 Ibs Truss Label: C513 / .. 01/02/2020 7'4" 13'8" 16'4" 22'8" 30' 7,4„ 6,4„ 2,8„ 6,4„ 7,4„ ;5X8 =5X8 D E 15' 15' 7'4" 15' 22'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.017 C 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.035 C 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.012 F - - Des Ld: 37.00 EXP: D Kzt: NA HORZ ( TL ): 0.016 F - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.36 ft Creep Factor: 2.0 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.702 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.567 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.780 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 18.02.01A.0205.19 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. 30' ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 545 /- /- /443 /237 /446 K 1443 /- /- /788 /534 /- G 545 /- /- /531 /301 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Reg = 1.5 K Brg Width = 8.0 Min Reg = 1.7 G Brg Width = 8.0 Min Reg = 1.5 Bearings B, K, & G are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Comm A- B 39 0 E- F 590 - 540 B - C 371 - 541 F - G 343 - 541 C-D 618 -540 G-H 39 0 D - E 350 - 70 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Comm B - M 564 - 460 K - J 494 - 224 M - L 474 - 254 J - 1 494 - 224 L - K 474 - 254 I - G 419 -188 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 557 - 426 K - E 654 - 661 M - D 798 - 809 E - I 798 - 809 D - K 641 - 661 I - F 557 - 426 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 207007 / T41 / COMN Ply: 1 Job Number: 29036 FROM: AO Qty: 3 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 140.0 Ibs Truss Label: C613 / .. 01/02/2020 M O 4"3 i_ T6" 15, 22'6" 30' �,6„ 7,6„ �,6„ �,6„ D 1114X8(R) 30' 1'6" _ i _ 10, 10, 10, 1'6" i 10, 20' 30' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.69 ft Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: not in 9.00 ft FT/RT:20(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #1 :132 2x4 SP M-31: Webs 2x4 SP #3 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. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.110 H 999 360 VERT(CL): 0.191 H 999 240 HORZ(LL): 0.038 H - - HORZ(TL): 0.066 H Creep Factor: 2.0 Max TC CSI: 0.703 Max BC CSI: 0.815 Max Web CSI: 0.864 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1317 /- /- /829 /464 /480 F 1317 /- /- /829 /464 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Reg = 1.6 F Brg Width = 8.0 Min Reg = 1.6 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 39 0 D-E 1513 -1966 VIEW Ver: 18.02.01A.0205.19 B - C 1548 -2188 E - F 1547 -2190 C-D 1513 -1965 F-G 39 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1885 -1147 H - F 1886 -1208 I - H 1259 - 631 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 490 - 375 D - H 752 - 543 I - D 750 - 543 H - E 490 - 375 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professionaq engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 214506 / T44 / JACK Ply: 1 Job Number: 29036 FROM: AO Qty: 12 ,OEEAGFEM iEVVE3)tLBY,AMELffH�ABMTHE BEACH DRW: Wgt: 5.6 Ibs Truss Label: CA / .. 12/17/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 4"3 V 12 C 6 2X4(A1) B�� co =F T Ln Cfl q` D I \ 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 24.25 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.55 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE i� Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.820 Max BC CSI: 0.111 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 226 /- /- /338 /312 /106 D 8 /-15 /- /62 /53 /- C - /-48 /- /109 /110 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A-B 39 0 B-C 162 -53 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211263 / T36 / JACK Ply: 1 Job Number: 29036 FROM: AO Qty: 10 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 5.6lbs Truss Label: CAA / .. 01/02/2020 4"3 T W1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C member design. 12 6 2X4(A1) B 1 16,i 1i 10 I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.001 D HORZ(TL): 0.001 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.752 TPI Std: 2014 Max BC CSI: 0.100 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.19 co =F T Ln Cfl 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 226 /- /- /327 /231 /76 D 8 /-15 /- /44 /41 /- C - /-48 /- /91 /106 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Reg = 1.5 D Brg Width = 1.5 Min Reg = - C Brg Width = 1.5 Min Reg = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 39 0 B-C 148 -51 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211032 / T21 / JACK Ply: 1 Job Number: 29036TiE FROM: AO Qty: 8 G6EAUFEMNR3XLBY,AMELff0ABM THE BEACH DRW: Wgt: 12.6 Ibs Truss Label: CJ3 / .. 11/26/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 T Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 24.75 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE 3' 3' 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: 0.531 Max BC CSI: 0.112 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 C T ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 235 /- /- /267 /253 /191 D 50 /- /- /59 /22 /- C 56 /- /- /10 /93 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A-B 39 0 B-C 25 -97 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211127 / T45 / JACK Ply: 1 Job Number: 29036 FROM: AO Qty: 5 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 12.6 Ibs Truss Label: CJ3A / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 T Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE 3' 3' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 D HORZ(TL): 0.003 D Creep Factor: 2.0 Max TC CSI: 0.485 Max BC CSI: 0.104 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 C T ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 235 /- /- /272 /170 /136 D 50 /- /- /56 /19 /- C 56 /- /- /18 /64 /- 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 is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A-B 39 0 B-C 25 -90 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211157 / T56 / JACK Ply: 1 Job Number: 29036 FROM: AO Qty: 1 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 9.8 Ibs Truss Label: CJ313 / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 2X4(A 4"3 V Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. 12 B Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE 31 31 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: 0.209 Max BC CSI: 0.137 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 CM O ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 119 /- /- /91 /56 /87 C 53 /- /- /49 /18 /- B 72 /- /- /46 /82 /- 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 is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. A - B 32 - 99 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211026 / T19 / JACK Ply: 1 Job Number: 29036TiE FROM: AO Qty: 8 G6EAUFEMNR3XLBY,AMELff0ABM THE BEACH DRW: Wgt: 18.2 Ibs Truss Label: CJS / .. 11/26/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 C 12 6 cY) 0 T <V CO 2X4(A1) B M T A D 1'6" Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 25.25 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(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): 0.009 D Creep Factor: 2.0 Max TC CSI: 0.597 Max BC CSI: 0.308 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 299 /- /- /303 /297 /279 D 89 /- /- /81 /31 /- C 114 /- /- /48 /192 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A-B 39 0 B-C 51 -169 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211130 / T55 / JACK Ply: 1 Job Number: 29036 FROM: AO Qty: 5 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 18.2 Ibs Truss Label: CJSA / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 C 12 6 cY) 0 T <V CO 2X4(A1) B M T A D 1'6" Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE 5' 5' 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: 0.542 Max BC CSI: 0.281 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 299 /- /- /311 /196 /195 D 89 /- /- /80 /21 /- C 114 /- /- /62 /129 /- 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 is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A-B 39 0 B-C 51 -156 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211160 / T59 / JACK Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 15.4 Ibs Truss Label: CJSB / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 2X4(A' T Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE 5' 5' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.009 C HORZ(TL): 0.011 C Creep Factor: 2.0 Max TC CSI: 0.586 Max BC CSI: 0.396 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 B ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 195 /- /- /150 /95 /147 C 91 /- /- /83 /30 /- B 123 /- /- /78 /140 /- 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 is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. A-B 55 -161 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 214509 / T20 / EJAC Ply: 1 Job Number: 29036 FROM: AO Qty: 2 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 12.6 Ibs Truss Label: EJ3 / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 T Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 24.75 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.55 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE 3' 3' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.004 D HORZ(TL): 0.004 D Creep Factor: 2.0 Max TC CSI: 0.531 Max BC CSI: 0.154 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 C T ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 235 /- /- /312 /297 /191 D 50 /- /- /98 /61 /- C 56 /- /- /15 /99 /- 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 is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A-B 39 0 B-C 25 -98 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211254 / T31 / EJAC Ply: 1 Job Number: 29036 FROM: AO Qty: 6 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 12.6 Ibs Truss Label: EJ3A / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 T Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 24.75 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE 3' 3' 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: 0.531 Max BC CSI: 0.111 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 C T ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 235 /- /- /267 /253 /191 D 50 /- /- /59 /22 /- C 56 /- /- /10 /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 is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A-B 39 0 B-C 25 -97 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 223840 / T17 / MONO Ply: 1 Job Number: 29036 FROM: CK Qty: 10 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 16.8 Ibs Truss Label: EJ6 / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #3 A 17 34" 1 8" — 1"8 4' 8 4'1 T 1'6" Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.004 D 999 360 VERT(CL): 0.006 D 999 240 HORZ(LL): 0.003 D - - HORZ(TL): 0.004 D Creep Factor: 2.0 Max TC CSI: 0.830 Max BC CSI: 0.841 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D 69 /- /- /61 /14 /165 A 86 /- /- /56 /99 /- B 265 /- /- /178 /180 /- Wind reactions based on MWFRS D Brg Width = 1.5 Min Req = - A Brg Width = 1.5 Min Req = - B Brg Width = 8.0 Min Req = 1.5 Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A-B 39 -186 B-C 39 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. D - B 542 - 37 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211023 / T11 / EJAC Ply: 1 Job Number: 29036 FROM: AO Qty: 26 G6EAUFEMTiE NR3XLBY,AMKLff0ABM THE BEACH DRW: Wgt: 25.2 Ibs Truss Label: EJ7 / .. 11/26/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #2 T Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 25.75 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE 7 7' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.029 D HORZ(TL): 0.031 D Creep Factor: 2.0 Max TC CSI: 0.779 Max BC CSI: 0.567 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 C ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 369 /- /- /351 /354 /369 D 125 /- /- /108 /49 /- C 170 /- /- /79 /289 /- 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 is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A-B 39 0 B-C 76 -215 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professionaengineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211272 / T47 / EJAC Ply: 1 Job Number: 29036 FROM: AO Qty: 6 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 25.2 Ibs Truss Label: EJ7A / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #2 C 12 6 r� o_ M 7 2X4(A1) B T A D Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 25.75 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE 7- Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.029 D HORZ(TL): 0.031 D Creep Factor: 2.0 Max TC CSI: 0.779 Max BC CSI: 0.567 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 369 /- /- /351 /354 /369 D 125 /- /- /108 /49 /- C 170 /- /- /79 /289 /- 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 is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A-B 39 0 B-C 76 -215 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 208118 / T58 / SY42 Ply: 1 Job Number: 29036 FROM: AO Qty: 4 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 47.6 Ibs Truss Label: F1 / .. 01/02/2020 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 18.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 63.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Bot chord 4x2 SP #2 Webs 42 SP #3 Additional Notes Truss must be installed as shown with top chord up 2'6"8 1 4'6"8 1 7'2"8 2'6" 8 2 2'8" [3 - 27-12 2'4"4 A I =�X3 III bX3 11118(3 =3a 3 I 1112X4(R) JI IE =3X3 =3X3 7'2"8 1.5X3(R) 1112X4(R) Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0 032 C 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.061 C 999 240 1 440/- Snow Duration: NA HORZ(LL): -0.015 D - - F 440/- HORZ(TL): 0.029 D Creep Factor: 2.0 I Brg Width = 6.0 Min Reg = 1.5 F Brg Width = 6.0 Min Reg = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.460 Bearings I & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.307 Maximum Top Chord Forces Per Ply (Ibs) Rep Fac: Yes Max Web CSI: 0.233 Chords Tens.Comp. Chords Tens. C( A - B 0 - 374 C - D 0 FT/RT:12(0)/0(0) Mfg Specified Camber: Plate Type(s): B - C 0 - 383 VIEW Ver: 18.02.01A.0205.19 WAVE Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. I -H 0 -1 G-F 0 H - G 383 0 -374 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J- 1 0- 437 G- D 478 0 A-J 0 -422 D-E 0 -417 A-H 489 0 F-E 0 -6 H- B 0- 284 E- F 0 - 423 C - G 0 - 282 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 208125 / T40 / SY42 Ply: 1 Job Number: 29036 FROM: AO Qty: 4 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 49.0 Ibs Truss Label: F2 / .. 01/02/2020 2,9"8 4'9"8 7'4„ 2'9"8 2' 2'6"8 �6 1, 27' (TYP) 2,2"12 �3i �113B5(R) =3(3 IIIDX3 =3X3 F 1111X3 =3X3 =3X3 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 18.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 63.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Bot chord 4x2 SP #2 Webs 42 SP #3 Additional Notes Truss must be installed as shown with top chord up 7'4" 1.5X3(R) e T N G 1112X4(R) Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0 043 C 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.080 C 999 240 A 454/- Snow Duration: NA HORZ(LL): -0.012 1 - - G 451/- HORZ(TL): 0.023 1 Creep Factor: 2.0 A Brg Width = 3.0 Min Reg = 1.5 G Brg Width = 6.0 Min Reg = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.617 Bearings A & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.318 Maximum Top Chord Forces Per Ply (Ibs) Rep Fac: Yes Max Web CSI: 0.246 Chords Tens.Comp. Chords Tens. C( A- B 0 0 C- D 0 FT/RT:12(0)/0(0) Mfg Specified Camber: Plate Type(s): B- C 0 -403 D- E 0 VIEW Ver: 18.02.01A.0205.19 WAVE Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. J-1 0 -1 H-G 0 I - H 401 0 -401 -391 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J-B 31 0 H -E 512 0 B-I 516 0 E -F 0 -435 C-1 0 -310 G-F 0 -6 D-H 0 -297 F-G 0 -441 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 208122 / T53 / SY42 Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 103.6 Ibs Truss Label: F3 / .. 01/02/2020 3 T 1 2'8"12 4'8"12 7'1" 2'8"12 2' 2'4"4 16'2" 9'1" , �- -� 2-1"4 --{ [--- 27' --� 2'6"12 1 2'6-12 1 2'6"12 { III3X5(R) =3X3 1111X3 =3X7 1111X3 =3X3 W=3X4 1111X3 =3X4 A B C D E F G H I J 1.5X3(R) N 1 S R Q P nO N M L 1111X3 =3X3 =3X3 W=3X4 =4X4 =3X6 1112X (R) 1112X4 7'1" k 9.1" 16'2" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 18.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.040 C 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.061 C 999 240 A 444/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.008 R - - O 1034 /- Des Ld: 63.00 EXP: NA Kzt: NA HORZ( TL ): 0.013 R - - L 584 NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor: 2.0 A Brg Width = 3.0 Min Reg = 1.5 Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.591 O Br Width = 6.0 9 Min Reg = 1.5 Load Duration: 1.00 BCDL: NA psf P MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.364 L Brg Width = 4.0 Bearings A, O, & L are a Min Reg = 1.5 rigid surface. Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.363 Loc. from endwall: NA FT/RT:12(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA WAVE VIEW Ver: 18.02.01A.0205.19 A - B 0 0 F - G 0 -388 Lumber B- C 0 -380 G- H 0 -620 C- D 0- 378 H- 1 0 -620 Top chord 42 SP #2 D - E 0 -369 I - J 0 -620 Bot chord 4x2 SP #2 E - F 0 -388 Webs 4x2 SP #3 Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) See detail STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. recommendations. S-R 0 -1 O-N 99 -121 Truss must be installed as shown with top chord up. R - Q 378 0 N - M 709 0 Q-P 99 -121 M -L 0 0 P-O 99 -121 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-B 31 0 N-G 0 -481 B-R 492 0 G-M 27 -111 C-R 0 -311 I-M 0 -334 D-Q 0 -281 M-J 762 0 Q- E 487 0 J- K 0 - 567 E-O 0 -1006 L-K 0 -6 E- N 607 0 K- L 0 - 573 F - N 0 - 232 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes Dace and these web sites, ALPINE, www_alnineitw com, TPIwww_tninst.ora SBCA, www_sbcindustrv_corn ICC, wwwiccsafe ono SEQN: 208137 / T26 / FLAT Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 42.0 Ibs Truss Label: F4 / .. 01/02/2020 4' 7-10" i8 2� 3'10" + 3'10" T2� AB 3X4 lll7 (4 =3XD E T 1 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 18.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 63.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Additional Notes Truss must be installed as shown with top chord up i- 3-10" 3'10" 4' 3X8 1113X5 47' 3'10" 7'10" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.019 1 999 360 Lu: NA Cs: NA VERT(CL): 0.033 1 999 240 Snow Duration: NA HORZ(LL): -0.006 B - - HORZ(TL): 0.011 B Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.772 TPI Std: 2014 Max BC CSI: 0.114 Rep Fac: Yes Max Web CSI: 0.195 FT/RT:20(0)/0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL H 1005 /-/- F 168 /-165/- H Brg Width = 4.0 Min Reg = 1.5 F Brg Width = 4.0 Min Reg = 1.5 Bearings H & G are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 0 C-D 482 0 B-C 482 0 D-E 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J-1 0 0 H-G 11 -1 I-H 9 0 G-F 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-I 48 0 H-D 0 -526 B-H 0 -537 D-G 177 -153 C - H 0 - 548 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 223876 / T65 / SY42 Ply: 1 Job Number: 29036 FROM: CK Qty: 6 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 130.2 Ibs Truss Label: FS .. / ... 01/02/2020 9'11"8 1 11'118 21'1" 9'11 "8 2' 9'1 "8 T1.5X3(F 1 Loading Criteria (psf) TCLL: 40.00 TCDL: 18.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 63.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " 2,6"12 1-10"12 2,6"12 �6� 2'6"12 -1- 2,6"12 2'6"12 2,6"12 �{ =3X3 =4X6 =3X5 =3X3 =3X3 W=3X4 =3X5 1111.5X3 =6X8 A B C D E F G H I J K LM [11i &4i1pur&I Nhhe ir V U T S R Q P 1112X4(R) =4X12 W=H0308 =3X6 =3X6 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 MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #1 :T2 42 SP M-30: Bot chord 4x2 SP #2 :132 42 SP M-30: Webs 42 SP #3 :W6 42 SP #2: Plating Notes All plates are 1 X3 except as noted. Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.23". 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. 21'1" O N =4X12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.314 R 794 360 Loc R+ / R- / Rh / Rw / U / RL V 1318/- Lu: NA Cs: NA VERT(CL): 0.457 E 544 240 Snow Duration: NA HORZ(LL): 0.049 B - - M 1321/- HORZ(TL): 0.077 B Creep Factor: 2.0 V Brg Width = 5.0 Min Req = 1.5 M Brg Width = 3.0 Min Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.876 Bearings V & L are a rigid surface. TPI Std: 2014 Max BC CSI: 0.902 Maximum Top Chord Forces Per Ply (Ibs) Rep Fac: Yes Max Web CSI: 0.962 Chords Tens.Comp. Chords Tens. Comp. A - B 0 -1644 G - H 0 - 3469 FT/RT:12(0)/0(0) Mfg Specified Camber: Plate Type(s): B- C 0 -1644 H- 1 0- 3469 VIEW Ver: 18.02.01A.0205.19 WAVE, HIS C - D 0 -3421 1-1 0 -1852 D-E 0 -3421 J-K 0 -1801 E- F 0- 3594 K- L 0 -1852 F-G 0 -3469 L-M 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-U 0 0 R-Q 3594 0 U- T 2736 0 Q- P 3592 0 T- S 2736 0 P- O 2830 0 S-R 3595 0 O-N 0 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. W-V 0-1311 Q-F 254 -179 A-W 0 -1299 F-P 181 -714 A- U 2020 0 G- P 112 - 299 B- U 0- 336 P- 1 791 0 U-C 0 -1353 1-0 0 -1212 C-S 849 0 J-O 0 -511 D- S 0- 323 O- L 2245 0 S-E 112 -563 L-N 22 0 E-R 125 -163 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 223873 / T14 / SY42 Ply: 1 Job Number: 29036 FROM: CK Qty: 2 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 168.0 Ibs Truss Label: F5A / .. 01/02/2020 9'11'8 11'11"8 9111,18 2' 2'6"12 1'10"12 —� 2'6"12 1 2,6"12 =5X8 1111X3 =4X8 1111X3 =3X4 NA B C D E T 3�'8 =1.SX3(R) 1 18.1" 18'3';15 21'1" 6-1"8 215 2'9"1 2,6"12 2'6"12 =6X8 W=3X4 -5X7 F G H I A 6X8 I lC I 0" ®I'" ii III3X5(R) =6X14 W=3X5-6 W=H0308 =6X8 =6X12 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 18.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 63.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP M-31 Bot chord 4x2 SP M-31 Webs 42 SP #3 :W3 42 SP #2: Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 116 plf at 0.13 to 116 plf at 21.08 BC: From 10 pit at 0.00 to 10 pit at 2.64 BC: From 85 pit at 2.64 to 85 pit at 18.08 BC: From 10 pit at 18.08 to 10 plf at 20.71 Plating Notes All plates are 3X5 except as noted. Deflection Max JT VERT DEFL: LL: 0.41" 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. 21'1" T 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.410 Q 607 360 Loc R+ / R- / Rh / Rw / U / RL V 1909/- Lu: NA Cs: NA VERT(CL): 0.550 Q 453 240 Snow Duration: NA HORZ(LL): 0.048 B - - L 1888/- HORZ(TL): 0.066 B Creep Factor: 2.0 V Brg Width = 5.0 Min Reg = 1.5 L Brg Width = 3.0 Min Reg = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.788 Bearings V & K are a rigid surface. TPI Std: 2014 Max BC CSI: 0.664 Maximum Top Chord Forces Per Ply (Ibs) Rep Fac: Varies by Ld Case Max Web CSI: 0.894 Chords Tens.Comp. Chords Tens. Comp. A- B 0 -2606 G - H 0 -5793 FT/RT:12(0)/0(0) Mfg Specified Camber: Plate Type(s): B- C 0 -2606 H- I 0 -5793 VIEW Ver: 18.02.01A.0205.19 WAVE, HS C - D 0 -5547 I - J 0 -3031 D- E 0- 5547 J- K 0- 3031 E -F 0 -5781 K-L 0 0 F - G 0 - 5805 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-U 0 0 Q-P 5781 0 U- T 4296 0 P- O 5778 0 T- S 4296 0 O- N 4598 0 S-R 5780 0 N-M 1 0 R - Q 5780 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. W- V 0 -1939 P- F 669 - 452 A- W 0 -1927 F- O 798 - 948 A-U 3168 0 G-O 0 -543 B- U 0- 329 0-1 1447 0 U- C 0- 2070 1- N 0 -1897 C- S 1533 0 N- K 3633 0 D-S 6 -324 J-N 0 -652 S - E 344 - 997 K - M 20 - 35 E - Q 383 - 292 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping(], installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes Dace and these web sites, ALPINE, www_alnineitw com, TPIwww_tninst.ora SBCA, www_sbcindustrv_corn ICC, wwwiccsafe ora SEQN: 223862 / T68 / SY42 Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH Wgt: 134.4 Ibs Truss Label: F6 14'4"14 14'4"14 g 2,6„12 --� P i� 1� I I 2-612 + 2,6"12 �-- 2,3"8 --{— 27-12 �{ =3X4 W=3X4 =1.5X3(R) =3X3 =4X6 =3X3 A B C D E F G H I DRW: .. / ... 01/02/2020 16'4" 14 2, 4'8"2 2,6"12 �{ =3X3 3X3 1111.5X3 1114X6(R) J K L MN i 1112X4(R) =3X5 =4X4 1112X4 =4X6 =3X3 =3X7 W =3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 18.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 63.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Bot chord 4x2 SP #2 Webs 42 SP #3 Plating Notes All plates are 1 X3 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 9'11, 12' 21-1" T 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.083 Q 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.132 J 999 240 X 523/- Snow Duration: NA HORZ(LL): 0.006 P - - U 1511/- HORZ(TL): 0.011 M N 682/- Code / Misc Criteria Creep Factor: 2.0 X Brg Width = 5.0 Min Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.945 U Brg Width = 4.0 Min Reg = 1.5 TPI Std: 2014 Max BC CSI: 0.454 N Brg Width = 3.0 Min Reg = 1.5 Fac: Yes Max Web CSI: 0.4 Bearings X, U, & M are a rigid surface. FT/RRep 12(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 18.02.01A.0205.19 A - B 0 -536 H - 1 0 -917 B- C 0- 536 I- J 0 -924 C-D 399 -135 J-K 0 -815 D- E 399 -135 K- L 0 - 782 E -F 0 -360 L-M 0 -815 F-G 0 -360 M-N 0 0 G - H 0 -360 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 0 0 S-R 829 0 W-V 541 -110 R-Q 924 0 V-U 0 -601 Q-P 924 0 U-T 0 -601 P-O 0 -1 T-S 829 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp Y-X 0 -519 G-T 0 -267 A-Y 0 -507 T-H 0 -632 A- W 659 0 H- R 373 0 B- W 0- 334 R- I 0 - 275 W-C 195 -7 Q-J 41 -41 C-V 0 -661 J-P 0 -260 D-V 0 -221 K-P 0 -410 V- E 685 0 P- M 989 0 E-U 0 -1440 M-O 34 0 E - T 1046 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes Dace and these web sites, ALPINE, www_alnineitw com, TPIwww_tninst.ora SBCA, www_sbcindustrv_corn ICC, wwwiccsafe ora SEQN: 223830 / T66 / SY42 Ply: 1 Job Number: 29036 FROM: CK Qty: 7 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 102.2 Ibs Truss Label: F7 / .. 01/02/2020 Loading Criteria (psf) TCLL: 40.00 TCDL: 18.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 63.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " T N T 18:=1X3(R) =1 X3(R) T8 2' 11 "8 836 10'3"6 14'11' 8 2' 11 "8 5'3 P,:� 1,812 2'6"12 1 2'6"2 1'5"14 -ice 2,612 ---- =3X3 =3X3 =4X8 W=3X4 =3X3 =3X3 1111.5X3 1114X5(R) A B C D E F G H I J K 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 MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #1 :T1 42 SP #2: Bot chord 4x2 SP #2 Webs 42 SP #3 Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 131 plf at 0.00 to 131 plf at 2.67 TC: From 116 plf at 2.67 to 116 plf at 14.83 BC: From 12 plf at 0.00 to 12 plf at 2.67 BC: From 10 plf at 2.67 to 10 pit at 14.46 TC: 275 lb Cone. Load at 0.00 Plating Notes All plates are 1 X3 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. T i =4x4 1112X4 W-3x4 =sxi =3X10 2,9" 8 i 127' 14'11"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.074 G 999 360 Loc R+ / R- / Rh / Rw / U / RL R 1539/- Lu: NA Cs: NA VERT(CL): 0.168 G 850 240 Snow Duration: NA HORZ(LL): -0.018 J - - K 677/- HORZ(TL): 0.041 J Creep Factor: 2.0 R Brg Width = 4.0 Min Req = 1.5 K Brg Width = 3.0 Min Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.791 Bearings R & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.811 Maximum Top Chord Forces Per Ply (Ibs) Rep Fac: Varies by Ld Case Max Web CSI: 0.552 Chords Tens.Comp. Chords Tens. Comp. A - B 394 0 F - G 0 - 910 FT/RT:12(0)/0(0) Mfg Specified Camber: Plate Type(s): B- C 394 0 G- H 0 - 806 VIEW Ver: 18.02.01A.0205.19 WAVE C - D 258 -447 H - 1 0 -773 D - E 258 -447 I - J 0 - 806 E -F 258 -447 J-K 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 0 0 P-O 909 0 S-R 0 -685 O-N 910 0 R-Q 0 -685 N-M 910 0 Q-P 0 -685 M -L 0 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U-V 2 0 P-F 0 -731 A-T 24 0 F-O 140 -10 A-S 0 -561 N-G 64 -124 B-S 8 -194 G-M 134 -294 S-C 635 0 H-M 0 -437 C- R 0 -1450 M- J 977 0 C-P 1160 0 J -L 35 0 D-P 0 -315 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 223833 / T69 / SY42 Ply: 1 Job Number: 29036 FROM: CK Qty: 1 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 79.8 Ibs Truss Label: F7A / .. 01/02/2020 I1.5X3(R N 1 Loading Criteria (psf) TCLL: 40.00 TCDL: 18.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 63.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " 55" 14 1 7'5" 14 1 12'2" 55"14 2' 4'8"2 }� 2'6"12 2'6"10 VY14 1 2'6"12 3X3 =3X5 1111X3 =3X3 =3X3 III1.5X3 =5X5 A B C D E F G H N M L K J I 1112X4(R) =.sAo III IA3 III -I A,5 =3Ao III IA3 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 MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 :T2 42 SP #1: Bot chord 4x2 SP #2 Webs 42 SP #3 Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 12'2" T 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0 104 L 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.182 L 780 240 N 756/- Snow Duration: NA HORZ(LL): 0.024 B - - H 759/- HORZ(TL): 0.047 B Creep Factor: 2.0 N Brg Width = 4.0 Min Req = 1.5 H Brg Width = 3.0 Min Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.895 Bearings N & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.793 Maximum Top Chord Forces Per Ply (Ibs) Rep Fac: Yes Max Web CSI: 0.537 Chords Tens.Comp. Chords Tens. C( A - B 0 - 862 E - F 0 FT/RT:12(0)/0(0) Mfg Specified Camber: Plate Type(s): B- C 0- 862 F- G 0 VIEW Ver: 18.02.01A.0205.19 WAVE C- D 0 -1156 G- H 0 D - E 0 - 930 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. ( N-M 0 0 K-J 1153 M -L 1157 0 J-1 0 L - K 1156 0 -895 -930 0 0 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O - N 0 - 749 K - D 147 - 22 A-O 0 -737 D-J 0 -485 A- M 1059 0 E- J 0 - 399 B-M 0 -374 J-G 1128 0 M- C 0- 444 G- 1 36 0 C - L 56 - 78 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 223827 / T25 / SY42 Ply: 1 Job Number: 29036 FROM: CK Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 113.4 Ibs Truss Label: F8 / .. 01/02/2020 T1.5X3(F N 1 37 8 57 8 37 8 2' 147' 8' 11 "8 1,8„120„� 1'6-4 —{ 1'3"8 1� 1 9 8 III5X7(R) =3X3 1113X3 =3X3 =3X3 1112X4 W=3X4 1113X5 1113X5(R) 1113X5 1114X6(R) A B C D E F G H I J K L 65�""'Irm 11 FMA PIE 1112X4(R) U T S R Q vv= A3 —`+na III IhS =3X4 1111X3 1111X3 =3X4 1112X4 =4X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL: 18.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP: D Kzt: NA Des Ld: 63.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 7.5 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.00 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 42 SP M-31 :T3 42 SP #1: Bot chord 4x2 SP #2 Webs 42 SP #3 Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 434 plf at 0.13 to 434 plf at 14.58 BC: From 10 plf at 0.00 to 10 plf at 14.21 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 147' T i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.032 J 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.080 J 820 240 V* 564 /- /- /75 /66 /- Snow Duration: NA HORZ(LL): 0.004 G - - K 1206 /- /- /334 /145 /- HORZ(TL): 0.011 G Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 V Brg Width = 111 Min Reg = - Bldg Code: FBC 2017 RES Max TC CSI: 0.939 K Brg Width = 3.0 Min Reg = 1.5 TPI Std: 2014 Max BC CSI: 0.472 Bearings V & K are a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.599 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 206 -32 G - H 50 - 351 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 206 -32 H - 1 49 -344 C - D 173 - 52 I - J 140 - 795 D - E 429 - 72 J - K 140 - 795 E -F 429 -72 K-L 0 0 F - G 429 - 72 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V-U 0 -1 Q-P 40 -186 U-T 57 -157 P-O 40 -186 T-S 52 -173 O-N 816 -129 S-R 58 -169 N-M 0 0 R-Q 40 -186 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp W - V 63 -190 R - G 49 - 352 A-W 60 -161 G-Q 217 -1386 A - U 46 - 298 G - O 1043 -175 B - U 142 - 759 H - O 53 - 398 U - C 87 - 236 0-1 135 - 782 C-T 98 -712 I-N 19 -34 S-D 123 -456 J-N 166 -915 D - R 82 - 554 N - K 1257 - 222 E-R 77 -591 K-M 12 -4 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes Dace and these web sites, ALPINE, www_alnineitw com, TPIwww_tninst.ora SBCA, www_sbcindustrv_corn ICC, wwwiccsafe ora SEQN: 223837 / T28 / MONO Ply: 2 Job Number: 29036 FROM: AO Qty: 1 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 254.8 Ibs Truss Label: FG1-2PLY / .. 01/02/2020 N 1 R 2'10"11 f 2'8" 11 5'5" 10 8'0"9 107 8 13'2" 7 f 2'6"15 + 2'6"15 + 2'6"15 + 2'6"15 15'9"6 18'4"5 21'1" 2'6"15 + 2'6"15 + 2'8" 11 1112X4 =4X12 1112X4 =4X4 =5X5 =4X4 1112X4 =4X12 Loading Criteria (psf) TCLL: 40.00 TCDL: 18.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 63.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " 21'3" 5'3"10 5'1 "14 51"14 5'3"10 5'5"10 1078 15'9"6 2T1" „ 2„ Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP M-31 Bot chord 2x6 SP SS Dense Webs 2x4 SP #3 :W2 2x4 SP #2: Nailnote Nail Schedule:0.148"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 434 plf at 0.00 to 434 plf at 21.25 BC: From 10 plf at 0.00 to 10 plf at 21.25 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 Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ 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)/0(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.201 F 999 360 VERT(CL): 0.503 F 499 240 HORZ(LL): 0.039 A - - HORZ(TL): 0.099 A Creep Factor: 2.0 Max TC CSI: 0.602 Max BC CSI: 0.669 Max Web CSI: 0.771 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL R 4717 /- /0 /511 /843 /- L 4717 /- /0 /511 /843 /- Wind reactions based on MWFRS R Brg Width = 7.0 Min Req = 2.4 L Brg Width = - Min Req = - Bearing R is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 0 0 F- G 1307 - 7336 B- C 2 -14 G- H 989 - 5562 C - D 989 - 5562 H - 1 989 - 5562 D- E 989 - 5562 1- J 2 -14 E- F 1307 - 7336 J- K 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R- Q 0 0 O- N 6928 -1241 Q - P 3393 - 613 N - M 3393 - 613 P-O 6928-1241 M -L 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - Q 57 - 292 O - G 481 - 85 Q - C 711 - 3934 G - N 299 -1615 C - P 2565 - 445 H - N 101 - 508 D - P 101 - 508 N - 1 2565 - 445 P - E 299 -1615 1 - M 711 - 3934 E - O 481 - 85 J - M 57 - 292 F-O 101 -507 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 223859 / T62 / FLAT Ply: 2 Job Number: 29036 FROM: AO Qty: 1 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 126.0 Ibs Truss Label: FG2-2PLY / .. 01/02/2020 Loading Criteria (psf) TCLL: 40.00 TCDL: 18.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 63.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " 2'1"12 4' 1 61"12 1 918"8 9'1 "8 1'11"12 1'10"4 2'1"12 3'6"12 A1I6X4 C III6(4 E F G i. 3' 10" 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 MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x6 SP SS Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @ 3.75" 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 58 pIf at 0.00 to 58 pIf at 3.83 TC: From 174 pIf at 3.83 to 174 pIf at 6.15 TC: From 232 pIf at 6.15 to 232 pIf at 7.71 TC: From 372 pIf at 7.71 to 372 pIf at 9.87 BC: From 10 pIf at 0.00 to 10 pIf at 9.87 TC: 444 lb Conc. Load at 0.15 TC: 454 lb Conc. Load at 2.15, 4.15, 6.15, 8.15 Plating Notes All plates are 3X4 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 Truss must be installed as shown with top chord up. 6'0"8 3'10" 2T'12 3'6"12 4' 6' 1 "12 9'8"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.016 B 999 360 Lu: NA Cs: NA VERT(CL): 0.027 B 999 240 Snow Duration: NA HORZ(LL): -0.003 B - - HORZ(TL): 0.005 B Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.250 TPI Std: 2014 Max BC CSI: 0.101 Rep Fac: Varies by Ld Case Max Web CSI: 0.294 FT/RT:20(0)/0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.19 H IN ♦ Maximum Reactions (Ibs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL K 3145/- N* 465/- K Brg Width = 4.0 Min Req = 1.5 N Brg Width = 26.0 Min Req = - Bearings K & J are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 0 D-E 1028 0 B-C 2 0 E -F 53 0 C-D 1028 0 F-G 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M -L 0 0 1-1 12 0 L-K 0 -373 1 - H 0 0 K-J 0 -44 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B -L 0 -254 K-E 0 -1191 L-C 443 0 E -J 25 -115 C-K 0 -798 J -F 0 -63 D-K 0 -367 F - 1 0 -411 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 216200 / T7 / SPEC Ply: 3 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 445.2 Ibs Truss Label: G1-3PLY / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber T1"8 _i_ 12'2" I 1T2"8 7T 8 5'08 5.0"8 D 1115XVRl 24'4" 24'4" 7-1"8 7'1"8 5'0"8 5'0"8 7'1"8 Q' 7'1"8 UU, 177T 24'4" h1'6" �{ 244" Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 27.04 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP M-31 :T2 2x6 SP #2: Bot chord 2x6 SP SS Dense Webs 2x4 SP #3 :W3 2x4 SP #2: Nailnote Nail Schedule:0.148"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. 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 56 pIf at -1.63 to 56 pIf at 5.01 TC: From 28 pIf at 5.01 to 28 pIf at 23.06 TC: From 56 pIf at 23.06 to 56 pIf at 25.96 BC: From 20 pIf at 0.00 to 20 pIf at 7.13 BC: From 10 pIf at 7.13 to 10 pIf at 24.33 BC: 2424 lb Conc. Load at 7.13 BC: 1127 lb Conc. Load at 9.06,11.06,19.06,21.06 23.06 BC: 1131 lb Conc. Load at 13.06,15.06,17.06 Wind Wind loads based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.274 1 999 360 VERT(CL): 0.209 1 999 240 HORZ(LL): -0.085 H - - HORZ(TL): 0.086 H Creep Factor: 2.0 Max TC CSI: 0.488 Max BC CSI: 0.583 Max Web CSI: 0.566 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 5506 /- /- /647 /7547 /356 F 7285 /- /- /539 /9132 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.9 F Brg Width = 4.0 Min Req = 2.5 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 13 - 23 D - E 3783 - 2806 B - C 5326 - 3872 E - F 5225 - 4043 C - D 3780 - 2801 F - G 13 - 23 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. ( B - J 3445 - 4729 1 - H 3572 - 4615 J - 1 3401 - 4668 H - F 3623 - 4674 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - C 1072 -1493 1 - E 1522 -1310 C - 1 1586 -1099 E - H 1245 -1423 D -1 2404 - 3224 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professionaq engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 208487 / T1 / EJAC Ply: Job Number: 29036 FROM: AO Qty: 1 1 OEEB�1R�1taiE1A�H.�LBY,Ak1�t18HABMTHE BEACH DRW: Wgt: 33.6 Ibs Truss Label: G2 / .. 12/17/2019 =2X4() RC 7' f 7, "1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Part. Enc. BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 26.16 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.55 Wind Duration: 1.60 Lumber Top chord 2x4 SP M-30 Bot chord 2x6 SP SS Dense Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 7.00 BC: From 20 plf at 0.00 to 20 plf at 7.00 BC: 268 lb Conc. Load at 1.40, 3.40, 5.40 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.044 E HORZ(TL): 0.046 E Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.554 TPI Std: 2014 Max BC CSI: 0.513 Rep Fac: Varies by Ld Case Max Web CSI: 0.388 FT/RT:20(0)/0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.19 FHB 1" c M F ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 685 /- /- /- /859 /- D 648 /- /- /- /817 /- Wind reactions based on MWFRS A Brg Width = 6.0 Min Reg = 1.5 D Brg Width = - Min Reg = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 221 -123 B-C 5 -2 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 26 -38 E-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-E 361 -173 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 223850 / T64 / FLAT Ply: 1 Job Number: 29036 FROM: CK Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 166.6 Ibs Truss Label: G3 / .. 01/02/2020 3'0"10 f 10 2� 1� 5'1"7 7'2"5 9'3"2 11'4" 134"14 15'5"11 17'6"9 197"6 21'10" 10" 2'0"14 2'0"14 2'0"14 2'0"14 2'0"14 2'0"14 2'0"14 2'0"14 27'10 = 3X4 III3X5 =3X6 =3X4 =3X4 =4X5 =3X5 AB C D E F G H I J K L MN QX 1114X12(R) 22' fi 4'37 4'1"11 4'1"11 41"l 1 477 + + + 9-3-213'4"14 17'6"9 + 21'10" „ H 10" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.172 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.220 F 999 240 W 1197 /- /- /- /1021 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.029 A - - X 1188 /- /- /- /1031 /- EXP: D Kzt: NA Des Ld: 37.00 HORZ( TL ): 0.037 A - - Wind reactions based on MWRS F Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 W Brg Width = 8.0 Min Reg = 1.5 TCDL: 4.2 psf Soffit: 0.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.460 X Br Width = 8.0 9 Min Reg = 1.5 BCDL: 5.0 psf P Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.390 Bearings W & P are a rigid surface. Spacing: 24.0 " C&C Dist a: ft Rep Fac: Varies by Ld Case Max Web CSI: 0.599 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwawall: Any FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.55 Plate Type(s): A - B 0 0 H - I 2945 - 3453 Wind Duration:1.60 WAVE VIEW Ver: 18.02.01A.0205.19 B-C 10 -11 1-1 2945 -3453 Lumber C - D 2285 -2692 J - K 1950 -2299 D - E 2285 - 2692 K - L 1950 - 2299 Top chord 2x6 SP #2 E - F 3022 -3543 L - M 3 -4 Bot chord 2x8 SP SS Dense F - G 3022 -3543 M - N 0 0 Webs 2x4 SP #3 G - H 2945 - 3453 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Maximum Bot Chord Forces Per Ply (Ibs) TC: From 27 plf at 0.67 to 27 plf at 22.00 Chords Tens.Comp. Chords Tens. Comp. BC: From 64 plf at 0.00 to 64 plf at 0.67 BC: From 10 plf at 0.67 to 10 plf at 22.00 W - V 0 0 S - R 3611 - 3120 TC: 86 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 V - U 1510 -1331 R - Q 2988 -2583 9.94,11.94,13.94,15.94,17.94,19.94 U - T 3233 - 2792 Q - P 1292 -1143 BC: 69 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 T - S 3611 - 3120 P - O 0 0 9.94,11.94,13.94,15.94,17.94,19.94 Plating Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. B - V 99 - 73 G - R 233 - 210 Purlins V - C 1708 -1938 H - R 155 -89 The TC of this truss shall be braced with attached C - U 1572 -1268 R - J 619 -481 spans at 24" oc in lieu of structural sheathing. D - U 148 -81 J - Q 842 -915 U - E 675 - 719 K - Q 166 -102 Wind E - T 412 - 305 Q - L 1339 -1072 Wind loads and reactions based on MWFRS. F - T 157 -91 L - P 1474 -1666 Right end vertical not exposed to wind pressure. T - G 131 -90 M - P 69 -46 Additional Notes Truss must be installed as shown with top chord up. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 223809 / T24 / MONO Ply: 2 Job Number: 29036 FROM: AO Qty: 1 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 184.8 Ibs Truss Label: G4-2PLY / .. 01/02/2020 =axs(B2 T 1 4' 4's"9 47"5 I- WTI 4'S"9 T 9'0"15 T 1310" , Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF; TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: Ni TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 16.18 ft NCBCLL: 0.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.00 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Loc. from endwall: not in 72.00 ft FT/RT:20(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 :T2 2x4 SP #1: Bot chord 2x6 SP #2 Webs 2x4 SP #3 Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @ 7.75" 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 392 plf at 0.00 to 296 plf at 14.00 BC: From 20 plf at 0.00 to 20 plf at 14.00 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Blocking Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 2 located at 13.67' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 B 999 360 VERT(CL): 0.066 B 999 240 HORZ(LL): -0.012 F - - HORZ(TL): 0.032 F Creep Factor: 2.0 Max TC CSI: 0.793 Max BC CSI: 0.594 Max Web CSI: 0.631 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 2648 /- /- /410 /915 /280 G 2443 /- /- /463 /1047 /- Wind reactions based on MWFRS A Brg Width = - Min Reg = - G Brg Width = 4.0 Min Reg = 1.5 Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 694 -1907 D - E 125 - 202 B-C 461 -1156 E -F 7 -11 C - D 378 - 956 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - J 1539 - 564 1 - H 859 - 347 J-1 1541 -566 H-G 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - B 78 - 78 D - H 500 -1240 B - 1 248 - 764 E - H 173 - 305 1 - D 472 -113 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 223856 / T63 / GABL Ply: 1 Job Number: 29036 FROM: CK Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 19.6 Ibs Truss Label: GE1 / .. 01/02/2020 E F 4' 3' 10" AB 10 I' 4' �I 2" 3-10" 16 2' 4' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.007 A 0 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.005 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 E - - Des Ld: 37.00 EXP: D Kzt: NA HORZ ( TL ): 0.004E - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.846 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.224 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.239 Loc. from endwall: Any FT/RT:20(0)/0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 18.02.01A.0205.19 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 3X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. ♦ Maximum Reactions (Ibs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL C* 107 /- /- /79 /227 /117 Wind reactions based on MWFRS C Brg Width = 48.0 Min Reg = - Bearing F is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -5 C-D 47 0 B - C 41 - 203 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F-E 0 0 E-C 6 -23 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-E 447 -115 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211058 / T15 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 133.0 Ibs Truss Label: H11 / .. 01/02/2020 5'7"4 11' 13'4" 18'8"12 24'4" 5'74 5'4" 12 2'1 1 5'4" 12 574 11'2" 11'2" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 26.75 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-31 Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 'z4X8 Il C 24'4" Z2"1 13'4" 10'11"15 24'4" 1'6" - Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.096 K 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.094 K 999 240 B 1007 /- /- /660 /1150 /364 Snow Duration: NA HORZ(LL): -0.034 1 - - G 1007 /- /- /660 /1150 /- HORZ(TL): 0.036 1 Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.815 G Brg Width = 4.0 Min Reg = 1.5 TPI Std: 2014 Max BC CSI: 0.425 Bearings B & G are a rigid surface. Rep Fac: Yes Max Web CSI: 0.280 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 39 0 E - F 1378 -1190 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 1734 -1537 F - G 1733 -1536 C-D 1384-1194 G-H 39 0 D - E 1344 -1005 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1327 -1345 J - 1 1002 - 787 K - J 1002 - 787 I - G 1326 -1344 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 628 - 366 1 - E 340 - 316 D - K 331 - 318 1 - F 631 - 368 D -1 207 -199 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 214515 / T5 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 39.2 Ibs Truss Label: H3 / .. 01/02/2020 3- + 4'4" + 7-4" 3' 1'4" 3- 12 C =4X8 g 6 M O 2X4(A1) B E=2X4(A1) 1 1112X4 = 3X4 \ 7'4" 3' 1'4" 3' 1 6 3- 4'4" 7-4" 1 6, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Part. Enc. BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 24.75 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.55 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Loading #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-0-0 setback with 0-0-0 cant and 1-6-0 overhang. End jacks have 3-0-0 setback with 0-0-0 cant and 1-6-0 overhang. Right side jacks have 3-0-0 setback with 0-0-0 cant and 1-6-0 overhang. Wind Wind loads and reactions based on MWFRS. u7 N Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.011 H 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.009 H 999 240 B 384 /- /- /387 /607 /- Snow Duration: NA HORZ(LL): -0.005 G - - E 400 /- /- /403 /633 /- HORZ(TL): 0.006 G Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 6.0 Min Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.389 E Brg Width = 6.0 Min Reg = 1.5 TPI Std: 2014 Max BC CSI: 0.117 Bearings B & E are a rigid surface. Rep Fac: No Max Web CSI: 0.026 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 45 -85 D - E 508 - 378 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 522 -390 E - F 45 -85 C-D 377 -316 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 319 - 398 G - E 303 - 376 H - G 325 - 399 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 67 -9 G-D 67 -4 C - G 39 - 20 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 206986 / T32 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 72.8 Ibs Truss Label: H3C / .. 01/02/2020 7 0 1 3' 7'4" 1118" 14'8" 3' 4'4" 4'4" 3' 12 6 1112X4 D --4X8 E = 3X4(A1) B F = 3X4(A1) ,V3 ini P I H G 1112X4 = 5X8 1112X4 14'8" 3' 4'4" 4'4" 3' 3' 7'4" 1118.1 1 4'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.047 D 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.091 D 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.011 G - - Des Ld: 37.00 EXP: D Kzt: NA HORZ ( TL ): 0.020 G - - Code / Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.351 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.338 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.209 Loc. from endwall: NA FT/RT:20(0)/0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 18.02.01A.0205.19 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Loading #1 hip supports 3-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 685 /- /- /- /499 /- F 594 /- /- /- /394 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Reg = 1.5 F Brg Width = 8.0 Min Reg = 1.5 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 39 - 45 D - E 892 -1379 B - C 636 - 995 E - F 691 -1042 C - D 892 -1379 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 854 - 531 H - G 914 - 585 I - H 862 - 526 G - F 904 - 588 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C- 1 83 0 H- E 494 - 325 C- H 549 - 388 G- E 107 0 D - H 292 - 249 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 206989 / T46 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 64.4 Ibs Truss Label: H5C / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 1-6" 5' 5' Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. 98„ 4�8" =4X8 � n 14'8" 14'8" 5' SO =3X4(A1) 4'8" 9'8" 5' 14'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.019 H 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.036 H 999 240 B 648 /- /- /483 /482 /184 Snow Duration: NA HORZ(LL): 0.009 F - - E 549 /- /- /344 /387 /- HORZ(TL): 0.016 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.439 E Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.290 Bearings B & E are a rigid surface. Rep Fac: Yes Max Web CSI: 0.071 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 39 0 C - D 917 -731 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 898 -844 D - E 928 -858 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 704 - 693 G - F 709 - 694 H - G 709 - 694 F - E 721 - 703 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 188 - 28 F - D 206 - 77 C-F 150 -125 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211046 / T6 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 109.2 Ibs Truss Label: H7 / .. 01/02/2020 7' T 1 Z2" 57' 1 T4" 5'2„ 24'4" 7' EEFi4AO =47,4 -47,6 C D T2 E T F7,- 12 6 N O Cl) 4X6(A2) B F=4X6(A2 1 43 A 1,6„ 7' 7' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 25.75 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 :T2 2x4 SP M-30: Bot chord 2x4 SP M-31 Webs 2x4 SP #3 Loading #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-6-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-6-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-6-0 overhang. Wind Wind loads and reactions based on MWFRS. M1115% 10'4"1 17'4" 7' 24'4" 1'6" — Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.240 D 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.269 D 999 240 B 1899 /- /- /- /2091 /- Snow Duration: NA HORZ(LL): -0.084 H - - F 1899 /- /- /- /2091 /- HORZ(TL): 0.093 H Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Big Width = 8.0 Min Reg = 1.6 Bldg Code: FBC 2017 RES Max TC CSI: 0.873 F Big Width = 4.0 Min Reg = 1.6 TPI Std: 2014 Max BC CSI: 0.637 Bearings B & F are a rigid surface. Rep Fac: No Max Web CSI: 0.408 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 39 -64 D - E 3239 - 3121 WAVE, HS VIEW Ver: 18.02.01A.0205.19 B - C 3682 -3479 E - F 3682 -3479 C - D 3239 - 3121 F - G 39 - 65 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 3033 - 3171 1 - H 3559 - 3958 J - 1 3559 - 3958 H - F 3032 - 3171 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 1072 - 821 D - H 891 - 543 J - D 890 - 542 H - E 1072 - 821 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitwxom� TPI: www.toinst.ora� SBCA: www.sbandustrv.com� ICC: www.iccsafe.org SEQN: 206995 / T35 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 67.2 Ibs Truss Label: 1­1713 / .. 01/02/2020 M _O <h 1 =3X4(A1 43 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Loading #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-6-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. 7' 8'4" 7' 1'4" e 4X8 15'4" 15'4" 7' 7' 7 '1 1'4" 7' 8,4„ '� 1 5,4„ '1' 1,6„ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.046 H 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.082 H 999 240 A 1032 /- /- /- /732 /- Snow Duration: NA HORZ(LL): -0.019 F - - D 1130 /- /- /- /845 /- HORZ(TL): 0.035 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 A Brg Width = 8.0 Min Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.675 D Brg Width = 8.0 Min Reg = 1.5 TPI Std: 2014 Max BC CSI: 0.848 Bearings A & D are a rigid surface. Rep Fac: No Max Web CSI: 0.209 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 1301 -1788 C - D 1291 -1777 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 1092 -1560 D - E 39 -45 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - H 1528 -1080 G - F 1549 -1091 H - G 1549 -1091 F - D 1515 -1067 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - H 498 - 277 F - C 548 - 302 B-F 40 -2 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 206983 / T57 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 56.0 Ibs Truss Label: H7C / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 7' 7' r 14'8" f- 1 6' 14,8„ 14'8" Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE, HS 14'8" 7-8„ Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.022 E 999 360 VERT(CL): 0.028 E 999 240 HORZ(LL): 0.014 E - - HORZ(TL): 0.017 E Creep Factor: 2.0 Max TC CSI: 0.667 Max BC CSI: 0.548 Max Web CSI: 0.123 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 O 7 3X4(A1) ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 648 /- /- /480 /466 /239 D 549 /- /- /342 /371 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 8.0 Min Req = 1.5 Bearings B & D are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 39 0 C- D 688 - 768 B - C 657 - 770 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 621 - 452 E - D 621 - 452 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - E 324 - 97 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211055 / T13 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 120.4 Ibs Truss Label: H9 / .. 01/02/2020 494 9' 15'4" 19'6"12 24'4" r 4'9"4 I 4'2„12 I 6,4"1 4,2"12 I 4'94 i 5X8 D 24'4" ii�i4X8 E �- 1'6" -}- 9' + 6,4"1 i 81111,15 .+. 1 6 -{ 9' 15'4" 24'4" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 26.25 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.107 1 999 360 VERT(CL): 0.111 K 999 240 HORZ(LL): -0.042 1 - - HORZ(TL): 0.049 1 Creep Factor: 2.0 Max TC CSI: 0.727 Max BC CSI: 0.724 Max Web CSI: 0.183 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1008 /- /- /670 /1138 /316 G 1008 /- /- /670 /1139 /- 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 are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 39 0 E -F 1515 -1326 VIEW Ver: 18.02.01A.0205.19 B - C 1746 -1572 F - G 1745 -1571 C- D 1523 -1332 G- H 39 0 D - E 1456 -1153 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. ( B - K 1359 -1366 J - 1 1149 - 994 K - J 1149 - 994 1 - G 1357 -1366 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 426 - 239 I - E 352 - 241 D - K 350 - 244 I - F 431 - 242 D -I 178 -172 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 214512 / T54 / HIP_ Ply: 1 Job Number: 29036 FROM: AO Qty: 2 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 18.2 Ibs Truss Label: HJ3 / .. 01/02/2020 3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 24.75 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.55 Wind Duration: 1.60 Loading Hipjack supports 3-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ 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)/0(0) Plate Type(s): WAVE 4'2" 15 4'2" 15 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: 0.649 Max BC CSI: 0.159 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 C T C\I ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 200 /- /- /- /363 /- D 12 /- /- /32 /- /- C 47 /- /- /- /101 /- 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 is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A - B 35 - 69 B - C 46 - 34 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211269 / T39 / HIP_ Ply: 1 Job Number: 29036 FROM: AO Qty: 2 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 18.2 Ibs Truss Label: HJ3A / .. 01/02/2020 3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 3-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ 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)/0(0) Plate Type(s): WAVE 4'2" 15 4'2" 15 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: 0.441 Max BC CSI: 0.116 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 C T C\I ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 200 /- /- /- /184 /- D 12 /- /- /22 /- /- C 47 /- /- /- /53 /- 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 is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. Como. A-B 35 -35 B-C 24 -21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211035 / T8 / HIP_ Ply: 1 Job Number: 29036lta�E FROM: AO Qty: 4 G6EAUFEMNR3XLBY,Ak1Kt180ABM THE BEACH DRW: Wgt: 43.4 Ibs Truss Label: HJ7 / .. 12/17/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 2'1'7 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 25.75 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 7-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 4'9" 9'10"13 4'9" 5' 1 "13 4,9„ 4-9„ 5'1"13 9'10"13 0 I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0 038 C 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.052 G 999 240 B 424 /- /- /- /506 /- Snow Duration: NA HORZ(LL): -0.010 F - - E 324 /- /- /- /210 /- HORZ(TL): 0.011 F D 247 /- /- /- /403 /- Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.861 B Brg Width = 11.3 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.591 E Brg Width = 1.5 Min Req = - Rep Fac: No Max Web CSI: 0.377 D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. FT/RT:20(0)/0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. C( WAVE VIEW Ver: 18.02.01A.0205.19 A-B 35 -52 C-D 140 B - C 773 - 735 -134 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 680 -712 F-E 0 0 G - F 673 - 717 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-C 130 0 C-F 765 -718 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 211266 / T37 / HIP_ Ply: 1 Job Number: 29036 FROM: AO Qty: 3 OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 43.4 Ibs Truss Label: HJ7A / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 �— 2' 1 "7 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 25.75 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 7-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 4'9" 9'10"13 4'9" 5'1"13 4,9„ 4'9" 5'1"13 9'10"13 0 I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0 038 C 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.052 G 999 240 B 424 /- /- /- /506 /- Snow Duration: NA HORZ(LL): -0.010 F - - E 324 /- /- /- /210 /- HORZ(TL): 0.011 F D 247 /- /- /- /403 /- Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.861 B Brg Width = 11.3 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.591 E Brg Width = 1.5 Min Req = - Rep Fac: No Max Web CSI: 0.377 D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. FT/RT:20(0)/0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. C( WAVE VIEW Ver: 18.02.01A.0205.19 A-B 35 -52 C-D 140 B - C 773 - 735 -134 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 680 -712 F-E 0 0 G - F 673 - 717 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-C 130 0 C-F 765 -718 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 207015 / T30 / HIPM Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 86.8 Ibs Truss Label: MH11 / .. 01/02/2020 T 1'6'. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-31 :B2 2x4 SP #2: Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 7'6" _� _ 11' 152" 7'6" 3'6" 47. 15'4" 4'2" 157' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.027 1 999 360 Lu: NA Cs: NA VERT(CL): 0.053 1 999 240 Snow Duration: NA HORZ(LL): 0.016 1 - - HORZ(TL): 0.030 1 Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.798 TPI Std: 2014 Max BC CSI: 0.880 Rep Fac: Yes Max Web CSI: 0.484 FT/RT:20(0)/0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.19 1'8'4" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 672 /- /- /591 /436 /372 J 575 /- /- /386 /471 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Reg = 1.5 J Brg Width = 8.0 Min Reg = 1.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 39 0 D-E 0 0 B-C 480 -728 E -F 0 0 C - D 356 - 450 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- 1 584 - 694 H- G 0 0 1 - H 337 - 367 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 475 - 358 D - H 611 - 561 D - I 496 - 402 E - H 182 -125 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[ PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 216002 / T3 / HIPM Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 175.0 Ibs Truss Label: MH11A / .. 01/02/2020 43 — 5'9"4 11' 17'4" 9 24' 30' 5'9" 4 5'2"12 6'4'.9 67"6 6' ;5X8 =3X4 =3X5 =3X6 IIIZX4=SX5=3X4 =3X4 =3X5 =37,4 1113At(R) 30' 1161, 5'9"4 5'2" 12 64 67 6 6' 5'917'4"9 24' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.174 M 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.161 M 999 240 B 1230 /- /- /1346 /1307 /302 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.081 1 - - 1 1127 /- /- /1058 /1625 /- Des Ld: 37.00 EXP: D Kzt: NA HORZ( TL ): 0.087 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 26.75 ft Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 6.0 Min Reg = 1.6 Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.853 1 Br Width = - Min Reg = - 9 Load Duration: 1.25 BCDL: 5.0 psf P MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.797 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 1.000 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.55 Plate Type(s): A - B 39 0 E - F 1530 -1033 Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 2765 -2086 F - G 1530 -1033 Lumber C- D 2348 -1663 G- H 0 0 D - E 2267 -1518 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W6 2x4 SP M-30: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B - O 1871 - 2783 L - K 1515 - 2257 (a) #3 or better scab reinforcement. Same size & 80% O - N 1861 -2778 K - J 1515 -2257 length of web member. Attach with 10d Box or Gun N - M 1861 -2778 J - 1 1003 -1482 (0.128"x3",min.)nails @ 6" oc. M - L 1447 - 2218 Hangers / Ties (J) Hanger Support Required, by others Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind O - C 383 - 205 E - J 968 - 641 Wind loads based on MWFRS with additional C&C C - M 646 -478 J - G 888 -908 member design. D - M 631 - 547 G - 1 2043 -1383 Right end vertical not exposed to wind pressure. D - L 230 - 314 H - 1 192 -126 L - E 533 - 283 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes Dace and these web sites, ALPINE, www_alnineitw com, TPIwww_tninst.ora SBCA, www_sbcindustrv_corn ICC, wwwiccsafe ono SEQN: 216046 / T12 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH Wgt: 145.E Ibs Truss Label: MH11B 5'0" 8 19'1 "8 5'0"8 4'6" 49"8 4'9"8 e4X8 =3X4 D E 1'6" + 9'6"8 9'6"8 28'8" 97' 19'1"8 DRW: .. / ... 01/02/2020 23'7 8 28'8" 5'0"8 4X8 F 9'6"8 28'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.149 E 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.168 E 999 240 B 1174 /- /- /1212 /1252 /294 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.056 1 - - H 1082 /- /- /1078 /1172 /- Des Ld: 37.00 EXP: D Kzt: NA HORZ( TL ): 0.065 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 26.39 ft Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 6.0 Min Reg = 1.5 Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.886 H Br Width = 6.0 Min Reg = 1.5 9 Load Duration: 1.25 BCDL: 5.0 psf P MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.909 Bearings B & H are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.349 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.55 Plate Type(s): A - B 39 0 E - F 2292 -1449 Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.19 B - C 2683 -1925 F - G 2454 -1663 Lumber C - D 2441 -1654 G - H 2707 -1945 D - E 2307 -1442 Top chord 2x4 SP #2 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind B - J 1718 - 2307 1 - H 1695 - 2315 Wind loads based on MWFRS with additional C&C J - 1 1575 -2082 member design. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 452 - 276 E - I 258 -183 D - J 687 - 721 I - F 679 - 772 J - E 289 -193 1 - G 477 - 295 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. - m . mf­of ... lhie inh'e nenorol nnfoe nano anA fhoco ,eroh cifoe Al PIMP- unenu alnineifw rn TPI unenu nine! - CR( A- unenu ehrinAnefnr - 1( r. ..nuns, irreafo nrn SEQN: 207011 / T43 / HIPM Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 93.8 Ibs Truss Label: MH13 / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 T6" 15'4" 13' 15'2" I'll,2'2" GK 1,6" 7-6" TI" 7'6" 15'2" �2{, 144" Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0 025 C 999 360 Loc R+ / R- / Rh / Rw / U / RL Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.19 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE VERT(CL): 0.041 C 999 240 HORZ(LL): -0.012 J - - HORZ(TL): 0.014 J Creep Factor: 2.0 Max TC CSI: 0.639 Max BC CSI: 0.743 Max Web CSI: 0.926 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 B 672 /- /- /597 /411 /431 K 575 /- /- /433 /493 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 K Brg Width = 8.0 Min Req = 1.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 39 0 D-E 0 0 B-C 411 -805 E -F 0 0 C - D 647 - 791 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 650 - 700 I - H 147 -189 J-1 147 -189 H-G 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 537 - 399 D - H 600 - 469 J - D 759 - 759 E - H 104 - 70 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 216005 / T18 / SPEC Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,GEEAGFEM tiA VE3)tLBY,AMKL18H�ABM THE BEACH Wgt: 194.E Ibs Truss Label: MH13A 1'9"8 6' 7' 2'8" 616"8 e4X8 =4X8 D E DRW: .. / ... 12/16/2019 30' 6' IIILA4 =Muoub =Silt =3A4 =SAD =3A4 III SAI kR) 30' 1'6" 6' 7' 4,5"8 6'6"8 6' r• + + + + 6' + 13' 17'S"8 24' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.175 F 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1225 /- /- /1335 /1229 /326 BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.167 F 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.075 1 - - 1 1131 /- /- /1063 /1570 /- Des Ld: 37.00 EXP: D Kzt: NA HORZ( TL ): 0.081 I - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 27.25 ft Creep Factor: 2.0 B Brg Width = 6.0 Min Reg = 1.6 Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.908 1 Br Width = - Min Reg = - 9 Load Duration: 1.25 BCDL: 5.0 psf P MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.774 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.988 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 39 0 E - F 2621 -1677 GCpi: 0.55 Plate Type(s): VIEW Ver: 18.02.01A.0205.19 Wind Duration: 1.60 WAVE, HS B - C 2847 -2093 F - G 1515 -992 C-D 2203-1514 G-H 0 0 L b um er Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W8 2x4 SP M-30: Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. 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. D - E 2127 -1282 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - O 1920 - 2840 L - K 1458 - 2273 O - N 1909 - 2834 K - J 1458 - 2273 N - M 1909 - 2834 J - 1 1930 - 2937 M - L 1270 -1994 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O - C 492 - 264 F - L 886 - 588 C - M 880 - 668 F - J 1012 - 621 D - M 616 - 539 J - G 867 - 890 M - E 170 - 214 G - 1 2043 -1342 E -L 712-1106 H - 1 187 -121 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. - m . mf­of ... lhie inh'e nenorol nnfoe nano anA fhoco ,e,oh cifoe Al PIMP- unenu alnineifw rn TPI unenu nine! - CR( A- unenu ehrinAnefnr - Irr. ..nuns, irreafo nrn SEQN: 216043 / T4 / SPEC Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH Wgt: 166.E Ibs Truss Label: MH13B r io F33 6'0"8 + 11'6"8 + 17'1"8 6'0"8 5'6" 57" 5X8 E 30' =4X8 F DRW: .. / ... 01/02/2020 22'3" 8 27'5"8 30' 5,2„ '}' 57' '}' 2,6„ 8 1 1'6" 60 8 "5'6" 5'7" 57' 7'8"8 6'08 11'6"8 17'1"8 22'3"8 30' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 26.89 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.55 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :133 2x4 SP #1: Webs 2x4 SP #3 :W9 2x4 SP #2: Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.302 L 999 360 VERT(CL): 0.323 L 999 240 HORZ(LL): -0.083 E - - HORZ(TL): 0.091 J Creep Factor: 2.0 Max TC CSI: 0.742 Max BC CSI: 0.836 Max Web CSI: 0.897 Mfg Specified Camber: 0 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1230 /- /- /1251 /1307 /322 J 1126 /- /- /1092 /1226 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req = 1.5 J Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 39 0 E- F 2311 -1440 VIEW Ver: 18.02.01A.0205.19 B - C 2858 - 2050 F - G 2488 -1667 C - D 2860 -1923 G - H 3393 - 2367 D - E 2398 -1622 H - 1 4842 - 3231 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. ( B - O 1907 - 2478 M - L 2051 - 2883 O - N 1897 - 2473 L - K 3672 - 5494 N - M 1436 -1860 K - J 40 - 58 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. O - D 413 - 220 G - L 628 - 618 D - N 707 - 531 L - H 2590 -1608 E - N 633 - 564 H - K 1594 -1083 E - M 292 - 265 K - 1 3329 - 4986 M - F 650 - 762 I - J 1522 -1022 M - G 1174 - 821 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 216030 / T9 / SPEC Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 182.0 Ibs Truss Label: MH156 / .. 01/02/2020 6'5"8 13'6"8 15T'8 20'Y8 255"8 30' 6'S"8 T1" 1'7" 5'2" 5'2" 4'6"8 i�z4X8 30, 1'6" T1" IT' 257' 252" '68 15'18 0'38 5.5.8 34 6'S8 13'6"8 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 27.39 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.55 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B2 2x4 SP M-31: :B3 2x4 SP #1: Webs 2x4 SP #3 :W9 2x4 SP #2: Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.229 L 999 360 VERT(CL): 0.245 L 999 240 HORZ(LL): -0.065 1 - - HORZ(TL): 0.071 1 Creep Factor: 2.0 Max TC CSI: 0.766 Max BC CSI: 0.804 Max Web CSI: 0.894 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1230 /- /- /1246 /1300 /365 1 1126 /- /- /1042 /1226 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req = 1.5 1 Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 39 0 E- F 2202 -1452 B - C 2811 - 2055 F - G 2986 - 2069 C - D 2160 -1488 G - H 3697 - 2487 D - E 2054 -1245 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. ( B - P 1907 - 2502 M - L 1779 - 2509 P - O 1896 - 2496 L - K 2644 - 3924 O - N 1272 -1671 K - J 2644 - 3924 N-M 1272-1671 1-1 19 -29 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. P - C 496 - 267 F - L 666 - 684 C - O 913 - 690 L - G 1451 - 888 D - O 649 - 591 G - J 1303 - 904 D - M 287 - 280 J - H 2649 - 3939 M - E 640 - 911 H - 1 1597 -1076 M - F 1137 - 780 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 207023 / T38 / HIPM Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 81.2 Ibs Truss Label: MH7 / .. 01/02/2020 N Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading #1 hip supports 7-0-0 jacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-6-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-6-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 7' 7' 11,11,i 162" 4-1" 4'1" 5X8 1112X4 1114X5(R) C D EF 11141111 GL 7' + 41„ + 4,1„ 7' 11'1" 152" 2H' 1'5 4„ Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ 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)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.043 K 999 360 VERT(CL): 0.078 K 999 240 HORZ(LL): -0.014 H - - HORZ(TL): 0.025 H Creep Factor: 2.0 Max TC CSI: 0.634 Max BC CSI: 0.641 Max Web CSI: 0.575 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1106 /- /- /- /824 /- L 1299 /- /- /- /912 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 L Brg Width = 8.0 Min Req = 1.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 39 - 45 D - E 808 -1149 B-C 1252-1733 E -F 0 0 C - D 808 -1149 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-K 1478-1035 1 - H 9 -6 K- J 1504 -1045 H- G 0 0 J - 1 1504 -1045 Maximum Web Forces Per Ply (Ibs) Webs Tens.ComD. Webs Tens. C - K 629 - 252 1 - E 1511 -1063 C - 1 314 -470 E-H 947 -1211 D -1 602 -517 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint_Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 208478 / T23 / HIPM Ply: 1 Job Number: 29036 FROM: AO Qty: 1 G6EAUFEMTltaiElNR3XLBY,AMKL8WBMTHE BEACH DRW: Wgt: 203.7 Ibs Truss Label: MH7A .. / ... 12/17/2019 4'9" 2 7' 12'7" 4 18'4" 4 24' 1 "4 30' 4'9" 2 2'2"14 57"4 5'9" 5'9., 51012 55H0610 1114X8(R) 1112X10=H0610 =6X8 D E F G H =10X121 12 6 F7' 5oH0710C W M a) �(a) 0 :3X12(135R) B P (b) W7 h o 43 ES 1 A Q P O N M L K J 1 1112X4 =3X5 =6X8 =3X6 =3X12 =5X5 =5X8 IIIH0310 30' 1'6" 4,9" 2 2'2"14+ 5'7"4 5'9" 5'9" 5'10"12 f + + + + 4'9" 2 7' 12-7"4 18'4"4 24' 1 "4 + 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.474 E 756 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.370 E 967 240 B 2328 /- /- /2276 /3480 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.108 D - - J 2424 /- /- /2351 /3542 /- EXP: D Kzt: NA HORZ( TL ): 0.116 D - - Des Ld: 37.00 Wind reactions based on MWFRS Mean Height: 25.75 ft NCBCLL: 0.00 Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 6.0 Min Reg = 2.4 TCDL: 4.2 psf Soffit: 0.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.729 J Br Width = - Min Reg = - g BCDL: 5.0 psf P Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.394 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.922 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.55 Plate Type(s): A - B 45 -85 E - F 7575 -5194 Wind Duration: 1.60 WAVE, HS VIEW Ver: 18.02.01A.0205.19 B - C 6633 -4523 F - G 7575 -5194 Lumber C - D 6619 -4542 G - H 7575 -5194 D - E 7790 - 5347 H - 1 4977 - 3421 Top chord 2x6 SP SS Dense 31 2x4 SP M-31: Bot chord 2x6 SP SS Dense Webs 2x4 SP #3 :W6, W7 2x4 SP #2: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B - Q 4013 - 5853 N - M 5393 - 7900 (a) #3 or better scab reinforcement. Same size & 80% Q - P 4025 - 5874 M - L 3571 - 5243 length of web member. Attach with 10d Box or Gun P - O 4041 -5911 L - K 3571 -5243 (0.128"xY,min.)nails @ 6" oc. O-N 4041 -5911 K-J 11 -16 (b) (2) #3 or better scab reinforcing members. Same size & 80% length of web member. Attach one to each face w/10d Box or Gun (0.128"xY,min.) nails @ 6" Maximum Web Forces Per Ply (Ibs) oc. Webs Tens.Comp. Webs Tens. Comp. Hangers / Ties Q - C 322 -186 F - M 1346 - 704 C - P 116 -152 M - H 1897 -2726 (J) Hanger Support Required, by others P - D 685 - 703 H - K 3097 -1823 Loading D - N 1534 -2207 K -1 3958 -5759 N - E 1303 - 651 I - J 3570 - 2309 #1 hip supports 7-0-0 jacks with no webs. E - M 380 - 235 Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-6-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-6-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of for functions. BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these Installers shall provide bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall temporary have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and as shown above and on the Joint Details, unless noted otherwise. Refer to position drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in with ANSI/TPI 1, for handling installation bracing trusses. A this drawing conformance or shipping, and of seal on or listing this drawing indicates acceptance of prMSSionaq engineering responsibility solely for the design shown. drawing cover page The suitability and use of this for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitwxom TPI: www.t inst.or � SBCA: www.sbcindustrv.com ICC: w Jccsafe.or SEQN: 208494 / T22 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 G6EAUFEMTTiE1NR3XLBY,AMKL8WBMTHE BEACH DRW: Wgt: 190.4 Ibs Truss Label: MH7B .. / ... 12/17/2019 1_ 4'61 T _1_ 1072 _1_ 14'4" _1_ 18'0"14 _1_ 21'8" _1_ 24'1"151_ 28'8" _I 4'6"1 25"15 3'7" 2 3'8"14 3'8"14 3'7" 2 2'5" 15 4'6"1 oEH0610(l) =4X5 -H0710 =4X5=H0610(1) D E T2 F G T2 H 12 6 � 53X40 M 1�3X4 M (D l-4X12(B7R) B J=4X12(B7R) 4'3 A T S R Q P O N M L K 11 1112X4 =4X5 =H0510 =4X6 =3X8 =4X6 =H0510 =4X5 1112X4 28'8" 1'6" 4'61 2'S"15 3'7" 2 3'S"14 3'S"14 3'7" 2 2'S"15 4'61 1'6" 4'61 7' 107"2 14'4" 18.014 21'8" 24'1" 15 28'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.438 F 777 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.422 F 806 240 B 2887 /_ /_ /1206 /3384 /265 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.121 L - - J 2738 /- /- /1206 /3280 /- EXP: D Kzt: NA HORZ( TL ): 0.124 L - - Wind reactions based on Des Ld: 37.00 MWFRS Mean Height: 25.75 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 6.0 Min Reg = 2.9 TCDL: 4.2 psf J Br Width = 6.0 Soffit: 0.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.704 g Min Reg = 2.8 BCDL: 5.0 psf P Bearings B & J are a rigid Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.457 surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.901 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.55 Plate Type(s): A - B 39 -87 F - G 7273 -6729 Wind Duration: 1.60 WAVE, HS VIEW Ver: 18.02.01A.0205.19 B - C 6326 -5662 G - H 6749 -6179 Lumber C - D 6240 - 5682 H - 1 6064 - 5385 D - E 6816 - 6310 I - J 6097 - 5341 Top chord 2x4 SP M-31 :T2 2x6 SP SS Dense: E - F 7273 - 6729 J - K 39 - 87 Bot chord 2x6 SP SS Dense Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) B - T 5014 -5555 P - O 6262 -6848 TC: From 56 plf at -1.63 to 56 plf at 30.30 T - S 5020 - 5564 O - N 4767 - 5327 BC: From 20 plf at 0.00 to 20 plf at 28.67 TC: 417 lb Conc. Load at 7.08 S - R 5048 -5528 N - M 4767 -5327 TC: 170 lb Conc. Load at 9.15,11.15,13.15,15.15 R - Q 5048 -5528 M - L 4735 -5363 17.15,19.15 Q - P 6385 - 6914 L - J 4727 - 5351 BC: 449 lb Conc. Load at 7.08 BC: 125 lb Conc. Load at 9.15,11.15,13.15,15.15 Maximum Web Forces Per Ply (Ibs) 17.15,19.15 Webs Tens.Comp. BC: 648 lb Conc. Load at 21.27 Webs Tens. Comp. T - C 269 -169 P - G 642 - 583 Plating Notes C - S 297 -175 G - O 1198 - 988 (1) - plates so marked were sized using 0% S - D 595 -406 O - H 1986 -1999 Fabrication Tolerance, 0 degrees Rotational D - Q 1776 -1811 H - M 743 - 889 Tolerance, and/or zero Positioning Tolerance. Q - E 1182 - 900 M - 1 297 -176 Wind E - P 472 -492 I - L 338 -205 F- P 725 - 496 Wind loads based on MWFRS. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of functions. BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 910, attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or as applicable. Apply plates to each face of truss and as shown above and on the Joint Details, unless noted otherwise. Refer to position drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in with ANSI/TPI 1, for handling installation bracing trusses. A this drawing conformance or shipping, and of seal on or listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. drawing cover page, , The suitability and use of this for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitwxom: TPI: www.t inst.or : SBCA: www.sbcindust .corn: ICC: w Jccsafe.or SEQN: 207019 / T48 / HIPM Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 84.0 Ibs Truss Label: MH9 / .. 01/02/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 FE 64" 9' 162" 1 64" T .. 62" 15'4" 1,6„ + 9' + 67' 9' 157" 2H' 1'8,4„ Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0 019 C 999 360 Loc R+ / R- / Rh / Rw / U / RL Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE VERT(CL): 0.030 1 999 240 HORZ(LL): 0.011 1 - - HORZ(TL): 0.017 1 Creep Factor: 2.0 Max TC CSI: 0.661 Max BC CSI: 0.717 Max Web CSI: 0.613 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 B 672 /- /- /577 /457 /314 J 575 /- /- /347 /455 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 J Brg Width = 8.0 Min Req = 1.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 39 0 D-E 0 0 B- C 630 - 805 E- F 0 0 C - D 541 - 590 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- 1 662 - 785 H- G 0 0 1 - H 475 - 519 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 408 - 287 D - H 645 - 590 D - 1 439 - 350 E - H 251 -181 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 208482 / T2 / HIPM Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH DRW: Wgt: 158.2 Ibs Truss Label: MH9A .. / ... 01/02/2020 16 '9"4 9' 16'0"9 22'11"7 30' 4'9"4 47'12 7'0"9 6'10"13 7'0"9 RQ Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 5X8 D 30' 1112X4 =3X5 =3X4 E F G 9' 7'0"9 6'10"13 7'0"9 9' 16'0"9 22' 11 "7 30' Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 26.25 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.55 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 :T1 2x4 SP #2: Bot chord 2x4 SP #2 :B1 2x4 SP #1: Webs 2x4 SP #3 Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. 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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.225 E 999 360 VERT(CL): 0.201 E 999 240 HORZ(LL): -0.062 J - - HORZ(TL): 0.067 J Creep Factor: 2.0 Max TC CSI: 0.851 Max BC CSI: 0.892 Max Web CSI: 0.951 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 1114X5(R) H ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1230 /- /- /1319 /1323 /250 1 1127 /- /- /1042 /1610 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req = 1.6 1 Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 39 0 E- F 2786 -1895 B - C 2797 - 2048 F - G 2786 -1895 C - D 2603 -1820 G - H 2O11 -1378 D - E 2787 -1895 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.ComD. Chords Tens. ( B - N 1779 - 2764 L - K 1426 - 2077 N - M 1599 - 2437 K - J 1426 - 2077 M- L 1599 - 2437 J- 1 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - N 374 - 218 L - G 566 - 855 D - N 629 - 482 G - J 1036 - 753 D - L 375 - 624 J - H 1651 - 2410 E - L 483 - 381 H - 1 1565 -1071 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 223879 / T10 / HIPS Ply: 1 Job Number: 29036 FROM: AO Qty: 1 ,OCEAN ESTATES LLC ,AVALON BY THE BEACH Wgt: 142.8 Ibs Truss Label: MH9B T M O V T jL 6'6"4 9' 14'4" 6'S4 " 2'6"12 5'4" 1'6" + 9' 9' e 4X8 D 3X4 E 28'8" 10'8" 19'8" DRW: .. / ... 01/02/2020 19'8" 22712 28'8" 5'4" 2'6'.12 6'64 �Z4X8 F 9' 28'8" t N zo 3X5(A1) Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.156 E 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1174 /- /- /1212 /1253 /280 BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.171 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.057 1 - - H 1082 /- /- /1078 /1173 /- Des Ld: 37.00 EXP: D Kzt: NA HORZ( TL ): 0.065 I - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 26.25 ft Creep Factor: 2.0 B Brg Width = 6.0 Min Reg = 1.5 Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.805 H Br Width = 6.0 Min Reg = 1.5 9 Load Duration: 1.25 BCDL: 5.0 psf P MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.992 Bearings B & H are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.371 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 39 0 E - F 2343 -1491 GCpi: 0.55 Plate Type(s): VIEW Ver: 18.02.01A.0205.19 Wind Duration: 1.60 WAVE, HS B - C 2641 -1886 F - G 2563 -1693 C- D 2551 -1681 G- H 2651 -1902 L b um er Top chord 2x4 SP #2 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. D - E 2356 -1483 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1697 - 2237 I - H 1639 - 2239 J - 1 1673 - 2997 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 411 - 239 E - 1 336 - 243 D - J 705 - 887 1 - F 728 - 915 J - E 371 - 254 I - G 432 - 255 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes Dace and these web sites, ALPINE, www_alnineitw com, TPIwww_tninst.ora SBCA, www_sbcindustrv_corn ICC, wwwiccsafe ono