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Home My WebLink AboutENFINEERING - TRUUS! / This document has beenekclro* +signed 0 ` 1 I 1 r ! wand sealed -kV a D qU Signahre. Pn d `\\ PNpp 'I' /I�UskVthedii* ele trobne �---F-N �c1/- ♦9j�/]�}'� ALPINE • , i"" 1G AN ITW COMPANY J ti No 70773 * _ ��. 7 STATE OFORI W� SIO N A►- ��IlilII111�� COA#0-27s Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information: Pa a 1: Customer: Central Florida Truss, Inc. I Job Number: 21-0845 Job Descri tion: /GROZA BUILDERS, INC. / /ROE RESIDENCE Address: Port St Lucie, FL Job Engineering Criteria: Design Code: FBC 7th Ed. 2020 Res. IntelliVIEW Version: 20.02.01A JRef#: lXc47610013 Wind Standard: ASCE 7-16 Wind Speed (mph): 160 Design Loading (pso: 37.00, 65.00 Building Type: Closed This package contains general notes pages, 113 truss drawing(s) and 9 detail(s). Item Drawing Number Truss 1 011.22.1416.36477 FG1 3 011.22.1354.01586 FG3 5 011.22.1417.49690 FG5 7 011.22.1416.38260 FT2 9 011.22.1354.03394 FT6 11 011.22.1354.02464 FT8 13 011.22.1354.01125 FT10 15 011.22.1354.02103 FT13 17 011.22.1353.59954 FT15 19 011.22.1353.59943 FT17 21 011.22.1354.01878 FT19 23 011.22.1354.01748 FT21 25 011.22.1354.03342 T1 27 011.22.1354.01475 T3 29 011.22.1354.01287 T5 31 011.22.1416.20330 T7 33 011.22.1416.26897 T9 35 011.22.1354.01733 T11 37 011.22.1354.01694 T13 39 011.22.1354.02365 T15 41 011.22.1354.02769 T17 43 011.22.1354.02188 T19 45 011.22.1354.02524 T21 47 011.22.1354.03180 T23 49 011.22.1354.01828 T25 51 011.22.1354.02071 T27 Item Drawing Number Truss 2 011.22.1353.59984 FG2 4 011.22.1416.12793 FG4 6 011.22.1354.00311 FT1 8 011.22.1354.03223 FT5 10 011.22.1354.02006 FT7 12 011.22.1354.02414 FT9 14 011.22.1354.00891 FT11 16 011.22.1354.02401 FT14 18 011.22.1354.00460 FT16 20 011.22.1354.02538 FT18 22 011.22.1354.00793 FT20 24 011.22.1354.02729 FT22 26 011.22.1354.00941 T2 28 011.22.1354.00420 T4 30 011.22.1416.47423 T6 32 011.22.1416.55727 T8 34 011.22.1354.00364 T10 36 011.22.1354.01524 T12 38 011.22.1354.02857 T14 40 011.22.1354.02236 T16 42 011.22.1354.03004 T18 44 011.22.1354.03474 T20 46 011.22.1354.02782 T22 48 011.22.1354.02658 T24 50 011.22.1354.02266 T26 52 011.22.1354.00903 T28 Florida Certificate of Product Approval #FL1999 Printed 1/11/2022 2:23:21 PM ! / This document has beenekclro* +signed 0 ` 1 I 1 r ! wand sealed -kV a D qU Signahre. Pn d `\\ PNpp 'I' /I�UskVthedii* ele trobne �---F-N �c1/- ♦9j�/]�}'� ALPINE • , i"" 1G AN ITW COMPANY J ti No 70773 * _ ��. 7 STATE OFORI W� SIO N A►- ��IlilII111�� COA#0-27s Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information: Pa a 2: Customer: Central Florida Truss, Inc. I Job Number: 21-0845 Job Descri tion: /GROZA BUILDERS, INC. / /ROE RESIDENCE Address: Port St Lucie, FL Item Drawing Number Truss 53 011.22.1353.59919 T29 55 011.22.1353.59851 T31 57 011.22.1354.02918 T33 59 011.22.1354.01079 T35 61 011.22.1415.43247 T37 63 011.22.1416.28850 T39 65 011.22.1354.02880 T41 67 011.22.1354.00336 T43 69 011.22.1354.01067 T45 71 011.22.1354.00702 T47 73 011.22.1354.00731 T49 75 011.22.1354.03406 T50A 77 011.22.1354.01773 T51 79 011.22.1354.02032 T53 81 011.22.1415.46023 T55 83 011.22.1353.59877 T57 85 011.22.1354.02802 T59 87 011.22.1354.03056 T61 89 011.22.1354.01938 T63 91 011.22.1354.01190 T65 93 011.22.1354.01919 T83 95 011.22.1354.00786 V2 97 011.22.1354.01598 V4 99 011.22.1354.01962 J1 101 011.22.1354.02155 J3 103 011.22.1354.00681 J36 105 011.22.1354.01898 J5 107 011.22.1354.01495 K1 109 011.22.1354.01135 K4 111 011.22.1354.00430 C2 113 011.22.1354.01046 C4 115 CNSY42PL0118 117 GBLLETIN0118 119 S16030ENC160118 Item Drawing Number Truss 54 011.22.1354.01289 T30 56 011.22.1354.01426 T32 58 011.22.1354.01339 T34 60 011.22.1354.00785 T36 62 011.22.1415.44490 T38 64 011.22.1354.03015 T40 66 011.22.1354.03111 T42 68 011.22.1354.03225 T44 70 011.22.1354.01692 T46 72 011.22.1354.02770 T48 74 011.22.1354.02363 T50 76 011.22.1354.00088 T50B 78 011.22.1354.00998 T52 80 011.22.1354.00096 T54 82 011.22.1354.01425 T56 84 011.22.1354.01311 T58 86 011.22.1354.02592 T60 88 011.22.1354.01047 T62 90 011.22.1354.00419 T64 92 011.22.1354.02241 T82 94 011.22.1354.00431 V1 96 011.22.1354.00658 V3 98 011.22.1354.01796 V5 100 011.22.1354.02143 J2 102 011.22.1354.03539 J3A 104 011.22.1354.03110 J4 106 011.22.1354.02427 J5A 108 011.22.1354.01227 K2 110 j 011.22.1354.02494 C1 112 011.22.1354.01380 C3 114 BRCLBSUB0119 116 DEFLCAMB1014 118 LSCSYX2A1014 120 STRBRIBR1014 Florida Certificate of Product Approval #FL1999 Printed 1/11/2022 2:23:21 PM // This document has teen electronically signed ' and sealed using a ❑igital Signature. Pn d copies without an anginal signature `\\� �PND0 V40L, h i fled using the anginal electroni �,�,�;�NaF•.,��2 ALPINE AN ITW COMPANY -z- , No 70773 STATE OF ,% W ` " 11 i 1111" \ COA#0-278 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information: Pa a 3: Customer: Central Florida Truss, Inc. I Job Number: 21-0845 Job Descri tion: /GROZA BUILDERS, INC. / /ROE RESIDENCE Address: Port St Lucie, FL Item Drawing Number Truss Item Drawing Number Truss 121 VAL180160118 122 VALTN160118 Florida Certificate of Product Approval #FL1999 Printed 1/11/2022 2:23:21 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re -dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. CL = Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT = Fire Retardant Treated lumber. FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT = FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. g = green lumber. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. Ic = Incised lumber. FJ = Finger Jointed lumber. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non -Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the indicated location (Loc). Rw = maximum downward design Reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non -hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1 Page 2 of 3 References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org. 2. ICC: International Code Council; www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO 63045; www.alpineitw.com. 4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www. sbcacomponents.com. Page 3 of 3 SEQN: 212189 FLAT Ply: 4 Job Number: 21-0845 Cust: R761 JWAXW610013 T71 FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1416.36477 Truss Label: FG1 SSB / FV 01/11/2022 4 Complete Trusses Required 2i_4'i5"2 6� 3'5"2 6'5"3 9'5"13 12'5" 15'4"4 185"5 21-4"105 23'10"14 3'5"2 3'0"2 3'0"10 2-11"4 2'11"4 3'1"2 2'11"10 2'6" =5X6 =3X8 A B C =3X10 -1-10510 =3X10 =4X4 D E F G H =4X7 I J 9 0D W1 W17 T S R Q B2 P9 O N M LK 12X6 =3X10 =5X8 -8X16 =5X6 =4X7 III1.5X6 127'6 11'9"12 3'0"2 3'1"2 2'11"10 3W4 34"4 2'11"10 2'11"10 2'5"4 r 3'0"2 6'1"3 9'013 12'5" 15'9"4 18'8"13 21'8"7 24'1"10, uT-8 24'5"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.067 C 999 480 Loc R+ / R- / Rh / Rw / U / RL T 5296 /- /- /- /1948 /- BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.132 C 999 360 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.023 L - - P 15335 /- /2 /- /5958 /1 Des Ld: 65.00 EXP: B Kzt: NA HORZ(TL): 0.045 L K 5056 /- /0 /- /1914 /0 Building Code: NCBCLL: 0.00 Mean Height: 15.00 It Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 0.00 TCDL: 4.0 psf BCDL: 3.0 psf p FBC 7th Ed. 2020 Res. Max TC CSI: 0.668 T Br Wid = 3.5 Min Re 1.6 g q = Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 . Max BC CSI: 0829 P Brg Wid = 3.5 Min Req = 2.8 K Brg Wid = - Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac: Yes Max Web CSI: 0.678 Bearings T & P are a rigid surface. Loc. from endwall: Any FT/RT:20(0)/5(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 20.02.01A.1209.10 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 780-2098 E-F 2468 -920 Top chord: 2x4 SP 2250f-1.9E; Wind B - C 878 -2275 F - G 254 -623 Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Wind loads and reactions based on MWFRS. C - D 110 -412 G - H 793 -2083 Webs: 2x4 SP #2; W1,W1 7 2x6 SP #2; W9 2x10 SP #1; End verticals not exposed to wind pressure. D-E 2468 -920 H-I 667 -1761 Nailnote It is the responsibility of the Building Designer and Maximum Bot Chord Forces Per Ply (Ibs) Truss Fabricator to review this drawing prior to Nail Schedule:0.128"x3", min. nails cutting lumber to verify that all data,including Chords Tens.Comp. Chords Tens. Comp. Top Chord: 1 Row @ 1.25" o.c. dimensions and loads, conform to the architectural S - R 2288 -851 O - N 2074 -791 Bot Chord: 1 Row @12.00" o.c. plans/specifications and fabricators truss layout. R - Q 2278 -884 N - M 1941 737 Webs : il Row 4" o.c. Repeat nailing as each layer is applied. Use equal a WARNING! This truss is not s symmetric, but its y P - O 1008 -425 spacing between rows and stagger nails in each row exterior geometry makes erection error more to avoid splitting. probable. It is imperative that this truss be Maximum Web Forces Per Ply (Ibs) In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" installed properly. Webs Tens.Comp. Webs Tens. Comp. length wood screw at each joint location. A - T 480 -1301 P - F 1241 - 3258 Special Loads A - S 2206 -821 F - O 577 -202 ---(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) S - B 343 -917 O - G 604 -1631 TC: From 1055 plf at 0.00 to 1055 plf at 6.83 C - Q 870 - 2098 H - M 337 - 870 TC: From 250 plf at 6.83 to 250 pif at 12.64 /� Q - D 1087 -448 M - 1 1920 -727 TC: From if at 13.23��pNDO TC: From 1985 055 plf at 13.23 to lf at 12.64 to 1985 plf at 24 43 ��{{ �� ii�// D I - L 465 -1223 -13 1501 BC: From 10 plf at 0.00 to 10 plf at 24.43 \\��055 E - P -11027 31 \\ 4��GENdF TC: 1810 lb Conc. Load at 6.83 TC: 2450 lb Conc. Load at 12.64 No 70773 BC: 144 lb Conc. Load at 13.23,15.23,17.23,19.23 _ - 21.23,23.23 W Plating Notes ,• STATE OF % Z All plates are 3X4 except as noted. 0LOW..t�P,-' \2 3'SIONAL Hangers / Ties (J) Hanger Support Required, by others COA#0-2 8/// 1111110\\ 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety bracing per BCSI. Unless noted otherwise, top chord shall practices prior to performing these functions. Installers shall provide have proper) attached structural sheathing and bottom chord shall temporary have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, Apply face truss Details, Refer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. to ALPINE Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW CGMPANY truss in ANSI/TPI 1, for handling, installation bracin trusses. A this drawin conformance with or shipping,, and of seal on or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is Suite 305 ructure -Designer drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204511 / FLAT Ply: 4 Job Number: 21-0845 Cust: R761 JRef:1Xc47610013 T113 FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1353.59984 Truss Label: FG2 SSB / DF 01/11/2022 4 Complete Trusses Required T 1 3,3„41�20'6� 1'11"8 1'9"12 1'3"12 1'3"12 5'z"12 T2"3 10'11"15 12'11"31 14'11"111 17T'4 1 192 4 i 11.3"l 1'11"8 Ti_1"8 r 2' 1.11"4 2'0"8 2.1"8 2'1" =6X6 =4X5 =3X4 1111.5X4 1111.5X4 =3X4 =3X8 =6X6 =3X3 A B C D E F G T2 H I J K L W W1 2 ( W V U T S R Q P O 1114X4 M 9,4 3X8 III1.5X4 20'6" 2'2"12 2' 1'11"8 1'11"8 2,3„8 2'1" 2'1" 2'1"8 2,4"4 2'11"4 4.11"4 6'10"11 8'103 11'1"11 13'2"11 15'3"11 17'5"4 19'9"8 8" 20' „ 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 Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.299 F 793 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.487 F 488 360 X 8156/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.057 A - - N 9723/- Des Ld: 65.00 EXP: NA Kzt: NA HORZ(TL): 0.093 A X Brg Wid = - Min Req = - NCBCLL: 10.00 Mean Height: NA ItBuildin TCDL: NA psf g Code: Creep Factor: 2.0 N Br Wid = 13.8 9 Soffit: 0.00 TCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.621 Bearing N is a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.632 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.712 Maximum Top Chord Forces Chords Tens.Comp. Per Chords Ply (Ibs) Tens. Comp. Loc. from endwall: NA FT/RT:20(0)/5(0) I: NA GCpi: NA Plate Type(s): A - B 0 -1048 F - G 0 - 7352 Wind Duration: NA WAVE, HS VIEW Ver: 20.02.01A.1209.10 B - C 0 -3788 G - H 0 -7347 Lumber It is the responsibility of the Building Designer and C - D 0 - D - E 0 - 6792 H - I I - J 0 - 9 0 - 5196 Top chord: 2x4 SP #2; T2 2x4 SP 2700f-2.2E; Truss Fabricator to review this drawing prior to E - F 0 -7351351 J - K 0 -3196 Bot chord: 2x6 SP 2400f-2.0E; cutting lumber to verify that all data,including Webs: 2x4 SP #2; W3,W20 2x8 SP 2400f-2.0E; dimensions and loads, conform to the architectural W 19 2x4 SP 2250f-1.9E; plans/specifications and fabricators truss layout. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Nailnote W- V 1796 0 R- Q 6786 0 Nail Schedule:0.128"x3", min. nails V - U 4048 0 Q - P 5411 0 Top Chord: 1 Row @12.00" o.c. U - T 5714 0 P - O 3479 0 Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) T - S 6882 0 O - N 924 0 Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal S - R 7352 0 spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply (Ibs) In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" Webs Tens.Comp. Webs Tens. Comp. length wood screw at each joint location. A-X 0 -1904 E-S 593 0 Special Loads A- W 2164 0 R- H 692 0 ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) W - B 0 -1765 H - Q 0 -434 TC: From 60 plf at 0.00 to 60 plf at 20.50 B - V 2522 0 Q - I 1576 0 From5plfat 0.005 plf at 20.60 V - C 0 -1180 I - P 0 - 975 BC: lb Coat2.30 U- 18 0 D P_J 211 BC: 115lbConc. Laat 4.30, 6.30, 7.63, 8.99 �O 0 -1284 112.1 / D - T 1365 0 O - K 2801 0 BC: 1282 lb Conc. Load at 17.63 BC: 2785 lb Conc. Load at 19.49 No 70773 T - E 0 -408 K - N 0 -1883 Plating Notes J All plates are 5X8 except as noted. STATE OF 41 Additional Notes �iN'• F RP,• �_�� OtC9 Truss must be installed as shown with top chord up. • \� �j �iss ""�, e IN coa#0-2 s ///ll►1i11\0 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin4 of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional engiineering responsibility solely -for the design shown. The suitability and use of this Suite 305 drawing for any sfructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For,more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcacom onents.com; ICC: iccsafe.or ; AWC: awc.orc Orlando FL, 32821 SEQN: 204473 / FLAT Ply: 2 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T117 FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01586 Truss Label: FG3 SSB / DF 01/11/2022 2 Complete Trusses Required io 2' 10"8 2' 10"8 =4X4 Ill1.5X4 5,9„ 2' 10"8 A B =4X4C 9'4" F E D 1112X4 =3X10 III1.5X4 5,9„ 2' 10"8 2' 10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA BCDL: 5.00 Category: NA Snow Duration: NA EXP: NA Kzt: NA Des Ld: 65.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Building Code: Soffit: 0.00 BCDL: NA psf FBC 7th Ed. 2020 Res. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Varies by Ld Case Loc. from endwall: NA FT/RT:20(0)/5(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.25" 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 2 plf at 0.00 to 2 plf at 5.75 BC: From 10 plf at 0.00 to 10 plf at 5.75 TC: 1040 lb Conc. Load at 0.44, 2.44, 4.44 Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up It is the responsibility of the Building Designer and Truss Fabricator to review this drawing prior to cutting lumber to verify that all data,including dimensions and loads, conform to the architectural plans/specifications and fabricators truss layout. 2' 10"8 5,9„ Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.020 B 999 480 VERT(CL): 0.033 B 999 360 HORZ(LL): 0.003 A - - HORZ(TL): 0.005 A Creep Factor: 2.0 Max TC CSI: 0.875 Max BC CSI: 0.130 Max Web CSI: 0.337 EW Ver: 20.02.01A.1209.10 N <G , No 70773 Ir STATE OF ;,4 / COA#0-2 8 N A1. ��l/! 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F 1832/- D 1357/- F Brg Wid = - Min Req = - D Brg Wid = 3.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0-1137 B-C 0 -1137 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-F 0 -891 E-C 1195 0 A-E 1195 0 C -D 0 -654 B - E 0 - 892 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 212203 FLAT Ply: 3 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T31 FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1416.12793 Truss Label: FG4 SSB / FV 01/11/2022 3 Complete Trusses Required T Co 2'9"12 5'0"3 7'3"11 9'6"3 11'11"3 13'10"5� 16'1"14 2'9"1 2 2'2"8 2'3"8 2'2"8 2'5" 1,11"1 2'3"1 0 --3X8 =4X7 III1.5X4 1111.5X4 =4X5 =3X6 =5X8 A B C D E F G =4X12H W1 1 Ll O N M L K J P 1112X4 ,. �,.. �,. ... B2 8X8 L 2'5"12 2'4"12 2'5"12 1 4'107 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-16 TCDL: 20.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II Des Ld: 65.00 EXP: B Kzt: NA Mean Height: 15.00 It NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x8 SP SS Dense; Webs: 2x4 SP #2; W 1, W 10, W 14 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 16.16 BC: From 10 plf at 0.00 to 10 plf at 16.16 BC: 6317 lb Conc. Load at 12.16 + irifiME! W14 I 1113X8 �9,4., 27" 2'4"4 27" 1110"1 1 1'11"2 7'57 9'9"11 12'4"11 14'2"13' 16'1"14� Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.213 M 911 480 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.346 M 561 360 P 2612 /- /- /- /430 /- Snow Duration: NA HORZ(LL): 0.023 1 - - I 5805 /- /- /- /941 /- HORZ(TL): 0.037 1 Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 P Brg Wid = 3.5 Min Req = 1.5 FBC 7th Ed. 2020 Res. Max TC CSI: 0.576 I Brg Wid = 3.5 Min Req = 2.0 TPI Std: 2014 Max BC CSI: 0.968 Bearings P & I are a rigid surface. Rep Fac: Yes Max Web CSI: 0.901 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS I VIEW Ver: 20.02.01A.1209.10 It is the responsibility of the Building Designer and Truss Fabricator to review this drawing prior to cutting lumber to verify that all data,including dimensions and loads, conform to the architectural plans/specifications and fabricators truss layout. A - B 228 -1389 E - F 808 -4976 B - C 520 - 3180 F - G 848 - 5248 C - D 531 - 3247 G - H 445 - 2751 D - E 538 - 3295 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O - N 1588 - 261 L - K 5262 - 853 N - M 3247 - 531 K - J 3171 - 514 M - L 4828 - 786 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - P 138 - 828 M - E 296 -1910 A - O 1549 - 254 E - L 740 -110 O - B 161 - 957 K - G 2670 - 430 B - N 1915 - 310 G - J 295 -1804 N - C 107 - 636 J - H 3192 - 516 D - M 484 - 69 H - 1 285 -1752 Wind \NENaF•, Wind loads and reactions based on MWFRS. No 70773 End verticals not exposed to wind pressure. * ,� Additional Notes STATE OF Truss must be installed as shown with top chord up. � [t/ 4 The maximum concentrated load is 6317# %0,p�, FLOR,pP,• +14-(0.131"x3.0") nails opposite hangerss'/ after third is attached. //////�A ply COA#0-2 8 1 \\ 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracing BCSI. Unless noted otherwise, top chord shall have attached structural sheathing and bottom chord shall have a per proper) properly attached ri id ceilin Locations shown for ermanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, 67 or B10, App�y face Defer as applicabgla. plates to each of truss and position as shown above and on the Join tails, unless noted otherwise. to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracin trusses. A this drawin AN,TW CGMPANY conformance with or shipping,, and of seal on or cover page listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is -Designer 6750 Forum Drive Suite 305 drawing for any soructur is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 212197 FLAT Ply: 3 Job Number: 21-0845 Cust: R761 JRef:1Xc47610013 T81 FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1417.49690 Truss Label: FG5 SSB / FV 01/11/2022 3 Complete Trusses Required 1'8"6 3'0"5 42"1 5 5'5"9 6'9"7 8'5"14 1'8"6 + 1'3"14 1'2"10 1'2"10 1 1'3"14 + 1'8"6 A6 5X8 =5X8 -4Cp 4 1111.5X4 -4E4 -5 F8 -5X8 G 1113X1O -6X8 -5X8 -3X1O -5X8 -6X8 1113X10 8'S"14 1'3"14 1 1'4"6 1 1'6" 10 1'6" 10 1'4"6 1'3"14 1'3"14 1 2'8"5 1 47"15 5'9"9 7'1"15 8'5"14 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-16 TCDL: 20.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP: B Kzt: NA Des Ld: 65.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.00 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: 2x8 SP SS Dense; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 1.50" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 60 pit at 0.00 to 60 pit at 5.60 TC: From 480 pit at 5.60 to 480 plf at 8.49 BC: From 5 plf at 0.00 to 5 plf at 5.60 BC: From 10 plf at 5.60 to 10 plf at 8.49 TC: 777 lb Conc. Load at 1.06, 2.06, 4.06 TC: 2250 lb Conc. Load at 5.60 BC: 777 lb Conc. Load at 1.06, 2.06, 4.06 BC: 5056 lb Conc. Load at 5.60 + Hangers / Ties (J) Hanger Support Required, by others (H2) _ (J) Special hanger required Unavailable supporting member. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.055 D 999 480 VERT(CL): 0.098 D 999 360 HORZ(LL): 0.016 A - - HORZ(TL): 0.028 A Creep Factor: 2.0 Max TC CSI: 0.570 Max BC CSI: 0.506 Max Web CSI: 0.874 EW Ver: 20.02.01A.1209.10 + 840.131"x3.0") nails opposite hanger after third ply is attached. It is the responsibility of the Building Designer and Truss Fabricator to review this drawing prior to cutting lumber to verify that all data,including dimensions and loads, conform to the architectural plans/specifications and fabricators truss layout. ow111101o" No 70773 * ILO STATE OF ; AL 77 �llllllll` 01/11/2022 g,4„ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL N 6317 /- /- /- /1011 /- H 7432 /- /- /- /1456 /- Wind reactions based on MWFRS N BrgWid= - H BrgWid= - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 323 -1934 D - E 850 - 4289 B - C 605 - 3330 E - F 964 - 4430 C - D 850 - 4289 F - G 480 - 2324 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M - L 2311 - 384 K - J 4554 - 948 L - K 3545 - 654 J - 1 2838 - 583 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-N 293-1813 K-E 171 -376 A - M 2578 - 431 E - J 0 - 534 M - B 261 -1616 J - F 2407 - 575 B - L 1541 - 334 F - 1 445 - 2211 L - C 212 - 924 1 - G 3099 - 640 C - K 1051 - 277 G - H 431 - 2191 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204515 / SY42 Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T119 FROM: Qty: 7 /GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.00311 Truss Label: FT1 SSB / DF 01/11/2022 9'0"1 1110"1 197'15 9'0"1 2' 87'14 1 2'6" (TYP) =3X3 Ill1.5X4 =W=3X4 =6X6 =4X4 =3X3 =3X3 1111X4 =4X4 =3X3 =4X4 =5X6 AB C D E F G H I J K L M 10'9" zo 9,4„ 111X4 =5X6 =4X4 =3X3 =3X3 =4X4 =3X3 =4X4 =5X6 -3X3 W =HO310 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 65.00 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: 4x2 SP #2; T1 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Deflection Max JT VERT DEFL: LL: 0.24" DL: 0.19". 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. 197'15 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.241 G 958 480 Loc R+ / R- / Rh / Rw / U / RL A 1267/- Lu: NA Cs: NA VERT(CL): 0.369 G 626 360 Snow Duration: NA HORZ(LL): -0.040 M - - N 1286/- HORZ(TL): 0.066 M Creep Factor: 2.0 A Brg Wid = 3.0 Min Req = 1.5 N Brg Wid = 3.6 Min Req = 1.5 Building Code: FBC 7th Ed. 2020 Res. Max TC CSI: 0.967 Bearings A & N are a rigid surface. TPI Std: 2014 Max BC CSI: 0.535 Members not listed have forces less than 375# Rep Fac: Yes Max Web CSI: 0.455 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/5(0) Plate Type(s): B- C 0 -1079 H- 1 0- 3872 Ver: 20.02.01A.1209.10 WAVE, HIS C - D 0 -1039 I - J 0 -3398 D- E 0- 2601 J- K 0- 3398 E- F 0- 3485 K- L 0- 2435 F- G 0- 3875 L- M 0 - 905 G - H 0 - 3880 No 70773 ; *rJ STATE OF /W /11 11111` Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W- V 2036 0 S- R 3880 0 V- U 3147 0 R- Q 3748 0 U- T 3796 0 Q- P 3037 0 T- S 3796 0 P- O 1807 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B-W 1612 0 R-I 612 -105 W-D 0-1519 I-Q 0 -573 D-V 898 0 Q-K 573 0 V- E 0- 867 K- P 0 - 956 E- U 536 0 P- L 997 0 U -F 0 -510 L-O 0 -1431 F-S 507 -178 O-M 1441 0 H- R 27 - 409 M- N 0 -1255 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par 1is drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of s I for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 212176 SY42 Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T72 FROM: Qty: 3 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1416.38260 Truss Label: FT2 SSB / FV 01/11/2022 5'1"15 7'1"15 1 11'11"8 61"15 2' 14'9"9 F3 2,6„ �1� 2'37 1'11"1 (TYP) - 4X5 - 3X3 - 3X3 3X3 - 3X3 - 4X5 A B C D E F T 20 I -3X3 - -- III IAA III In 3X3 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 65.00 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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 11'11"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.061 K 999 480 VERT(CL): 0.124 C 999 360 HORZ(LL): 0.015 B - - HORZ(TL): 0.031 B Creep Factor: 2.0 Max TIC CSI: 0.516 Max BC CSI: 0.716 Max Web CSI: 0.224 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF ; %� ? z c�OR1Oq'• O� � COA#0-2 8 s/ANAL 01/11/2022 9,4„ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL N 777/- G 777/- N Brg Wid = 3.5 Min Req = 1.5 G Brg Wid= - Bearing N is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -496 D-E 0 -1218 B-C 0-1201 E-F 0 -493 C-D 0 -1352 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp M-L 984 0 J-1 1350 0 L- K 1353 0 I- H 976 0 K - J 1352 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-N 0 -769 1 - E 416 0 A- M 792 0 E- H 0 - 767 M-B 0 -774 H-F 787 0 D-I 0 -436 F-G 0 -752 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204470 / SY42 Ply: 1 Job Number: 21-0845 FROM: Qty: 3 /GROZA BUILDERS, INC. / /ROE RESIDENCE Truss Label: FT5 L 5'1"15 7'1"15 16'1"14 5'1"15 2' 8'11"15 1 2,6" �{� 2'37 (TYP) =4X6 =4X4 =3X3 III1X4 =3X3 =3X3 A B C D E F 20 I Cust: R761 JWAXW610013 T116 Dnallo: 011.22.1354.03223 SSB / DF 01/11/2022 F" 3X3 3X4 = 6X6 G H I J ZS VQ R P O N M L K 3X3 ="='F^'4 H I .U^-+ = 0^0 = 0^0 16'1"14 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 Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.209 O 904 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.352 O 537 360 S 1057/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.020 L - - I 1040 EXP: NA Kzt: NA Des Ld: 65.00 HORZ(TL): 0.033 L - - S Brg Wid = 3.5 Min Req = 1.5 Mean Height: NA ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 1 Brg Wid = 3.2 Min Req = 1.5 TCDL: NA psf Soffit: 0.00 FBC 7th Ed. 2020 Res. Max TC CSI: 0.547 Bearings S & I are a rigid surface. g g BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.727 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.360 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpi: NA Plate Type(s): A - B 0 -714 E - F 0 -2531 Wind Duration: NA WAVE VIEW Ver: 20.02.01A.1209.10 B - C 0 -1908 F - G 0 -1989 C-D 0 -2419 G-H 0 -819 Lumber D- E 0- 2425 H- 1 0 - 855 Top chord: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Additional Notes R- Q 1412 0 O- N 2608 0 + 2x6 continuous strongback. See detail Q - P 2408 0 N - M 2366 0 STRBRIBR1014 for bracing and bridging P - O 2419 0 M - L 1605 0 recommendations. Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- S 0 -1050 O- E 77 - 501 A-R 1138 0 F-M 0 -599 R-B 0-1108 M-G 609 0 B-Q 788 0 G-L 0 -1192 Q- C 0- 938 L- I 1277 0 No 70773 STATE OF ? cLOR1Oq'• O� �� COA#0-2 8 s/ANAL /llllllll� 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d ngid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204479 / SY42 Ply: 2 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T111 FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03394 Truss Label: FT6 SSB / DF 01/11/2022 2 Complete Trusses Required 5'1"15 T1"15 5'1"15 2' 2,6„ 2,3„ 7 (TYP) - W =3X4 =4X5 =4X4 =3X3 1111.5X4=3X3 =3X3 A B C D E F G 16'0"4 19'8" 12 8110"5 3'8"8 J'� �i 2,8„4 —ftr 1,6„ --� 1111 X4 =3X3 =4X10 =5X5 =5X6 H I J K L + Y X W V U T S R Q P O N M -3X3 =4J14 =4J14 IIIZA4 —JAIJ —JAIJ H0310W=(I) Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 65.00 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: 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 120 plf at 0.00 to 120 plf at 19.73 BC: From 10 plf at 0.00 to 10 plf at 19.73 TC: 1832 lb Conic. Load at 16.02 Plating Notes (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.32" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Additional Notes See DWG CNSY42PL0118 for connection details of 2 ply trusses. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 19'8"12 5X5 1'4„ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.321 E 719 480 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.521 E 442 360 Y 1612/- Snow Duration: NA HORZ(LL): 0.030 N - - M 2785/- HORZ(TL): 0.049 N Y Brg Wid = 3.5 Min Req = 1.5 Building Code: Creep Factor: 2.0 M Brg Wid = - FBC 7th Ed. 2020 Res. Max TC CSI: 0.829 Bearing Y is a rigid surface. TPI Std: 2014 Max BC CSI: 0.980 Members not listed have forces less than 375# Rep Fac: Varies by Ld Case Max Web CSI: 0.487 Maximum Top Chord Forces Per Ply (Ibs)Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/5(0) Plate Type(s): A - B 0 - 575 G - H 0 - 3085 WAVE, HS VIEW Ver: 20.02.01A.1209.10 B - C 0 -1656 H - 1 0 -2991 It is the responsibility of the Building Designer and C - D 0 - 22I - J 0 -1652 D - E 0 - 2286 J - K 0 -1652 Truss Fabricator to review this drawing prior to E - F 0 - 2961 K - L 0 -1085 cutting lumber to verify that all data,including dimensions and loads, conform to the architectural F - G 0 -2961 plans/specifications and fabricators truss layout. <G , No 70773 Ir J STATE OFZZ �O', / O N AL �?\�� COA#0-2 a ////! ) 111I )1��0\ 01/11/2022 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp X-W 1131 0 S-R 3077 0 W- V 2254 0 R- Q 3107 0 V- U 2272 0 Q- P 2826 0 U- T 2729 0 P- O 2826 0 T- S 2729 0 O- N 1189 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- Y 0- 806 U- E 0 - 787 A-X 914 0 1-0 0 -1684 X- B 0- 884 O- K 1304 0 B- W 834 0 K- N 0 -1289 W- C 0 -1072 N- L 1725 0 C- V 448 0 L- M 0 -1388 **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) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin4 of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305 drawing for any sucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For,more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcacom onents.com; ICC: iccsafe.or ; AWC: awc.orc Orlando FL, 32821 SEQN: 204491 / SY42 Ply: 1 Job Number: 21-0845 Cust: R761 JRef:1Xc47610013 T106 FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02006 Truss Label: FT7 SSB / DF 01/11/2022 7'011 i 9'0.11 19'8"12 � 7'0"11 2' 10'8" 1 2,6„ 1'8"3 1,51 i�3 12 (TYP) W =3X4 =5X6 =4X4 =4X4 =3X3 =3X3 11X4 =3X3 =3X3 =4X4 =4X7 A B C D E F G H I J K T Eo W V U T S R Q P O N M L = 3X3 = 5X6 = 4X4 4X3X3 l l 1 X4 = 3X4 = 3X3 = 4X4 = 5X6 = 3X3 W=H0310 19'8"12 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 Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.308 E 749 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.487 E 473 360 W 1282/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.039 M - - L 1282/- EXP: NA Kzt: NA Des Ld: 65.00 HORZ(TL): 0.063 M W Brg Wid = 3.5 Min Req = 1.5 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Building Code: Creep Factor: 2.0 L Br Wid = - 9 Soffit: 0.00 BCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.698 Bearing W li rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.915 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.408 Maximum Top Chord Forces Chords Tens.Comp. Per Ply (Ibs) Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpi: NA Plate Type(s): A - B 0 - 907 F - G 0 - 3890 Wind Duration: NA WAVE, HS VIEW Ver: 20.02.01A.1209.10 B - C 0 -2414 G - H 0 -3890 Lumber C- D 0 -3477 D- E 0- 3727 H- 1 0 -3382 1-1 0- 2427 Top chord: 4x2 SP 2250f-1.9E; T2 4x2 SP #2; E - F 0 - 3890 J - K 0 - 902 Bot chord: 4x2 SP #2; B2 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Hangers / Ties Chords Tens.Comp. Chords Tens. Comp. (J) Hanger Support Required, by others V - U 1806 0 Q - P 3735 0 U- T 3004 0 P- O 3728 0 Deflection T- S 3004 0 O- N 3026 0 Max JT VERT DEFL: LL: 0.31" DL: 0.24". See detail S - R 3710 0 N - M 1800 0 DEFLCAMB1014 for camber recommendations. R - Q 3727 0 Additional Notes + 2x6 continuous strongback. See detail Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. A- W 0 -1272 E- P 465 -250 Truss must be installed as shown with top chord up. A - V 1444 0 H - O 0 - 549 V-B 0-1427 0-1 565 0 B-U 965 0 1 - N 0 -952 93 C S 8411 0 � J M 0 - - -1426 �� Q�•��eM8R••'9iP S-D 0-1052 M-K 1436 0 D-R 584 0 K-L 0 -1251 No 70773 STATE OF ; jOic� FLOR��ix SRO N A` \\\ COA#0-2 8 ///011111 \0 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections properly B3, B7 or B10, as applicable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ifefer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE 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 bracin4 trusses. A this drawing AN,TW COMPANY conformance or shipping,and of seal on or cover page listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this -Designer 6750 Forum Drive Suite 305 drawing for any sfructure is the responsibility of the Building per ANSI/TPI 1 Sec.2. For,more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcacom onents.com; ICC: iccsafe.or AWC: awc.orcl Orlando FL, 32821 SEQN: 204487 / SY42 Ply: 1 Job Number: 21-0845 Cust: R761 JWAXW610013 T99 / FROM: Qty: 2 /GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.02464 Truss Label: FT8 SSB / DF 01/11/2022 8'4"3 10'4"3 18'8"6 8'4"3 2' 8'4"3 (TYP) 3X3 3X3 4X6 = 4X4 = 3X3 III 1.5X4 1111.5X4 — W=3X4 —_3X3 = 4X4 = 4X6 A B C D E F G H I J K T bo 9,4„ � V U T S R Q P O N M L _ _ =3X3 =5X5—4w=H0310 —3X3 =3X3 =3X3 —_3X3=4X4 =5X5 =3X3 18'8"6 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 Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.201 E 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.314 Q 694 360 V 1215/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.036 B - - L 1215/- EXP: NA Kzt: NA Des Ld: 65.00 HORZ(TL): 0.059 B V Brg Wid = 3.5 Min Req = 1.5 Mean Height: NAft Building NCBCLL: 10.00 g Code: Creep Factor: 2.0 TCDL: NA psf L Br Wid =- 9 Soffit: 0.00 gCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.887 Bearing V is a rigid surface. g g Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.768 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.382 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpi: NA Plate Type(s): A - B 0 - 850 F - G 0 -3449 Wind Duration: NA WAVE, HS VIEW Ver: 20.02.01A.1209.10 B - C 0 -2263 G - H 0 -3115 Lumber C -D 0-3114 H - 1 0 -3115 D- E 0- 3449 I- J 0- 2263 Top chord: 4x2 SP #2; E - F 0 - 3454 J - K 0 - 848 Bot chord: 4x2 SP #2; B2 4x2 SP 2250f-1.9E; Webs: 4x2 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Hangers / Ties Chords Tens.Comp. Chords Tens. Comp. (J) Hanger Support Required, by others U - T 1693 0 Q - P 3454 0 T- S 2810 0 P- 0 3404 0 Additional Notes S- R 2810 0 O- N 2810 0 + 2x6 continuous strongback. See detail R - Q 3404 0 N - M 1692 0 STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. A-V 0-1205 F-P 91 -379 A-U 1353 0 P-G 541 -201 U -B 0-1338 G-O 0 -527 B- T 906 0 0-1 484 0 T- C 0- 867 1- N 0 - 868 C-R 484 0 N -J 907 0 �� '!yq�►��% 1340 D - Q 5411 - 201 M K 1351 \\`\��PND Q-E 91 -379 K -L 0 -1185 No 70773 STATE OF 0'. F40RIOP',CO /0NAI �?\X COA#0-2 8 //rrr111i��\ 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall temporary have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, Apply face truss Details, Refer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. to ALPINE Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracin trusses. A this drawin AN,TW CGMPANY conformance with or shipping,, and of seal on or cover page listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is ructure -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204483 / SY42 Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T110 FROM: Qty: 6 /GROZA BUILDERS, INC. / /ROE RESIDENCE DwNo: 011.22.1354.02414 Truss Label: FT9 SSB / DF 01/11/2022 8'4" 3 i 10'4" 3 18'8"6 8'4"3 2' 8'4"3 (TYP) �1 14' i 47-6 �{ 3X3(**) =3X3 =3X4 =5X5 =W=3X4 6X8 = 5X5(**) - 3X3 III 1.5X4 III 1.5X6 = 5X5 - 5X5 = 6X6 A BC D E F G H I J K L M T 00 9,4„ � X W V U T S R Q P O N =3X3 -5X6 -4X4 -3X3 -3X3 -4X4 -3X3 -4X4 -4X7 -3X3 W=H0310 18'8"6 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 Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.213 F 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.324 S 674 360 X 1215/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.035 C - - N 1215/- Des Ld: 65.00 EXP: NA Kzt: NA HORZ(TL): 0.058 C X Brg Wid = 3.5 Min Req = 1.5 NCBCLL: 10.00 Mean Height: NA ft Building Code: Creep Factor: 2.0 N Br 9 Wid = - Soffit: 0.00 TCDL: NA psf TCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.634 Bearing X is a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.828 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.392 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpi: NA Plate Type(s): A - B 0 -905 G - H 0 -3712 Wind Duration: NA WAVE, HS VIEW Ver: 20.02.01A.1209.10 B - C 0 -901 H - 1 0 -3710 Lumber C-D 0-2455 I-J 0 -3245 D- E 0- 3393 J- K 0- 2356 Top chord: 4x2 SP #2; T2 4x2 SP 2250f-1.9E; E - F 0 - 3720 K - L 0 - 2356 Bot chord: 4x2 SP #2; B2 4x2 SP 2250f-1.9E; F - G 0 - 3726 L - M 0 - 884 Webs: 4x2 SP #2; Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) (**) 2 plate(s) require special positioning. Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning W - V 1825 0 S - R 3726 0 requirements. V- U 3061 0 R- Q 3567 0 Hangers / Ties U- T 3061 0 Q- P 2924 0 T-S 3685 0 P-O 1761 0 (J) Hanger Support Required, by others Additional Notes Maximum Web Forces Per Ply (Ibs) + 2x6 continuous strongback. See detail Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging A - X 38 -1244 H - R 0 - 614 recommendations. A- W 1389 0 R- 1 794 0 Truss must be installed as shown with top chord up. W - C 0 -1397 1 - Q 0 - 550 C-V 951 0 Q-J 501 0 `' \aPpDO D D - T502 9100 P _ P 922 8700 ENg�c,�tS��ii T-E 0 -507 L-O 0 -1360 E - S 506 - 235 O - M 1371 0 I No 70773 S-F 113 -409 M-N 0 -1196 J STATE OF ; rCORt��' AIL 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless otherwise, top have bottom have per noted chord shall properly attached structural sheathing and chord shall a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Refer as applicable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE 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 bracin4 trusses. A this drawing AN,TW COMPANY conformance or shipping,and of seal on or cover page listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this -Designer 6750 Forum Drive Suite 305 drawing for any sfructure is the responsibility of the Building per ANSI/TPI 1 Sec.2. For,more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcacom onents.com; ICC: iccsafe.or ; AWC: awc.orc Orlando FL, 32821 SEQN: 204498 / SY42 Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T103 FROM: Qty: 2 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01125 Truss Label: FT10 SSB / DF 01/11/2022 1010"3 12-10"3 21'2"6 1010"3 2, 8'4"3 2'6" (TYP) W =3X4 =3X3 1112X4 =5X6 =4X5 =3X5 =3X3 III1.5X4 =4X4 =3X4 =4X5 =5X6 A B C D E F G H I J K L —4�9,4„ X W V U T S R Q P O N M 3X3 — 5X6 = 4X5 = 3X5 = 3X3 = 3X3 = 4X4 = 3X4 = 4X5 = 5X6 = 3X3 =W=H0310 21'2"6 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 Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.329 R 754 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.501 E 495 360 X 1378/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.052 B - - M 1378/- EXP: NA Kzt: NA Des Ld: 65.00 HORZ(TL): 0.085 B X Brg Wid = 3.5 Min Req = 1.5 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Building Code: Creep Factor: 2.0 M Br Wid = - 9 Soffit: 0.00 BCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.655 Bearing X is a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.754 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.440 Maximum Top Chord Forces Chords Tens.Comp. Per Ply (Ibs) Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpi: NA Plate Type(s): A - B 0 -979 G - H 0 -4395 Wind Duration: NA WAVE, HS VIEW Ver: 20.02.01A.1209.10 B - C 0 -2657 H - 1 0 -3766 Lumber C- D 0- 3774 D- E 0- 4380 I- J 0- 3766 J- K 0- 2659 Top chord: 4x2 SP 2250f-1.9E; T2 4x2 SP #2; E - F 0 -4417 K - L 0 -978 Bot chord: 4x2 SP 2250f-1.9E; F - G 0 -4411 Webs: 4x2 SP #2; Hangers / Ties Maximum Bot Chord Forces Per Ply (Ibs) (J) Hanger Support Required, by others Chords Tens.Comp. Chords Tens. Comp. W- V 1955 0 R- Q 4411 0 Deflection V- U 3332 0 Q- P 4233 0 Max JT VERT DEFL: LL: 0.33" DL: 0.25". See detail U - T 4204 0 P - O 3331 0 DEFLCAMB1014 for camber recommendations. T - S 4204 0 O - N 1956 0 S - R 4491 0 Additional Notes See detail STRBRIBR1014 for bracing and bridging Maximum Web Forces Per Ply (Ibs) recommendations. Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. A- X 0 -1364 Q- H 908 0 A- W 1558 0 H- P 0 - 768 W-B 0-1550 P-J 692 0 C 111 B-VV 0 O-106 O 1117 0 _ -10722 -K C-U 702 0 K-N 0 -1552 U-D 0 -683 N -L 1557 0 No 70773 * E - R 320 - 572 L - M 0 -1346 G-Q 0 -641 STATE OF ; jOic� FLORk 'Dix SRO N A` \\\ COA#0-2 8 ///011111 \0 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections properly B3, B7 or B10, as applicable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ifefer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE 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 bracin4 trusses. A this drawing AN,TW COMPANY conformance or shipping,and of seal on or cover page listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this -Designer 6750 Forum Drive Suite 305 drawing for any sfructure is the responsibility of the Building per ANSI/TPI 1 Sec.2. For,more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcacom onents.com; ICC: iccsafe.or ; AWC: awc.orc Orlando FL, 32821 SEQN: 204524 / SY42 Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T108 FROM: Qty: 2 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.00891 Truss Label: FT11 SSB / DF 01/11/2022 T LO 6,1" 6,1" 5" 4 i , 2'6" (TYP) 8-1" 142" 2' 6,1" - 3X3 - 3X3 - 3X3 - 3X3 6X6 = 3X3 III 1 X4 III 1 X4 3X3 = 6X6 AB C D E F G H I J KL T S R Q P O N M III 1 X4 = 4X5 = 3X3 = 3X3 = 3X3 = 3X3 = 4X5 III 1 X4 147' 10'9" 20 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 Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.104 G 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.173 F 963 360 A 918 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.017 S - - K 918 EXP: NA Kzt: NA Des Ld: 65.00 HORZ(TL): 0.033 S A Brg Wid = 3.0 Min Req = 1.5 Mean Height: NA ft NCBCLL: 10.00 Building Code: g Cree Factor: 2.0 p K Brg Wid = 3.0 Min Req = 1.5 TCDL: NA psf Soffit: 0.00 FBC 7th Ed. 2020 Res. Max TC CSI: 0.786 Bearings A & K are a rigid surface. BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.645 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.312 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpi: NA Plate Type(s): B - C 0 -740 G - H 0 -2002 Wind Duration: NA WAVE VIEW Ver: 20.02.01A.1209.10 C - D 0 -707 H - 1 0 -1673 D-E 0-1673 I-J 0 -707 Lumber E- F 0- 2002 J- K 0 - 740 Top chord: 4x2 SP #2; T1 4x2 SP 2250f-1.9E; F - G 0 -2009 Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. + 2x6 continuous strongback. See detail S - R 1391 0 P - O 1938 0 STRBRIBR1014 for bracing and bridging R - Q 1938 0 O - N 1391 0 recommendations. Q - P 2009 0 Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-S 1106 0 P-H 467 -62 S-D 0-1033 H-O 0 -419 D- R 449 0 0-1 449 0 R-E 0 -419 1 - N 0 -1033 E- Q 467 - 62 N- K 1106 0 \\ -N Al No 70773 STATE OF Ir Fss/O N AL �?\\�� COA#0-2 8 1///11)11111�� 01 / 11 /2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW CGMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is Suite 305 drawing for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204530 / FROM: SY42 Ply: 1 Qty: 2 J ob Number: 21-0845 GROZA BUILDERS, INC. / /ROE RESIDENCE Truss Label: FT13 Cust: R761 JWAXW610013 T112 Dnallo: 011.22.1354.02103 SSB / DF 01/11/2022 4'5"10 6'5"10 11' 4'5"1 0 2' 4'6"6 5"41, 2'6" 1 - 1-5"1 0 1'5"1 0 6 � (TYP) 3X3 = 3X3 5X5 —3 E2F6 G11H4 =3X3 =4X8 A C D I J 10'9" 1,0'1,12 K � 90 9'11 "4 1111 X4 = 4X4 = 3X3 = 3X3 = 4X4 =1 5X6 1111 X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 65.00 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: 4x2 SP #2; T3 4x2 SP 2250f-1.9E; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Rt Bearing Leg: 4x2 SP #2; Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.096 H 999 480 VERT(CL): 0.174 H 737 360 HORZ(LL): -0.014 J - - HORZ(TL): 0.024 J Creep Factor: 2.0 Max TC CSI: 0.776 Max BC CSI: 0.680 Max Web CSI: 0.436 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF %Al COA#0-2 8 sS,O N AL1111\0?\\\\ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 710/- K 713/- A Brg Wid = 3.0 Min Req = 1.5 K Brg Wid = 3.0 Min Req = 1.5 Bearings A & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 0 -523 G-H 0 -1224 C-D 0 -495 H-1 0 -1216 D-F 0-1218 I-J 0 -632 F-G 0 -1229 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-O 999 0 N-M 1071 0 O - N 1224 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-P 781 0 1-M 0 -664 P- D 0- 757 M- J 766 0 D- O 430 0 J- K 8 - 685 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rgid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional engpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204527 / SY42 Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T107 FROM: Qty: 4 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.02401 Truss Label: FT14 SSB / DF 01/11/2022 4'5"10 6'5"10 11' 4'5"1 0 2' 4'6"6 5"41, 6 2'6" 1 1'5"10 1'5"10 (TYP) 3X3 =5X5 =3X3 1111X4 1111X4 =3X3 =4X8 AB C D E F G H 10'9" LIDI 1,0'1,12 � °r—V'11 "4 11110X4 = 4X4 = 3X3 = 3X3 = 3X5 =1 5X6 1111 X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 65.00 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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Rt Bearing Leg: 4x2 SP #2; Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.057 F 999 480 VERT(CL): 0.114 E 999 360 HORZ(LL): -0.012 O - - HORZ(TL): 0.024 O Creep Factor: 2.0 Max TC CSI: 0.804 Max BC CSI: 0.456 Max Web CSI: 0.466 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF %Al COA#0-2 8 sS,O N AL1111\0?\\\\ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 710/- 1 713/- A Brg Wid = 3.0 Min Req = 1.5 1 Brg Wid = 3.0 Min Req = 1.5 Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 0 -532 E-F 0 -1181 C-D 0 -504 F-G 0 -1173 D-E 0 -1174 G-H 0 -575 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 995 0 L-K 985 0 M - L 1181 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B-N 795 0 G-K 0 -651 N-D 0 -736 K-H 710 0 D-M 393 0 H-1 13 -725 L - G 401 0 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rgid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional engpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204534 / SY42 Ply: 1 FROM: Qty: 2 6'8" 12 r 6'8"12 �2'6"� (TYP) I11712 3X3 =6X6 =3X3 AB C D n 1.31 Job Number: 21-0845 /GROZA BUILDERS, INC. / /ROE RESIDENCE Truss Label: FT15 12 I 15'1"12 2' 6'5" 11712 I W =3X4 =3X3 1111X4 1111.5X4=3X4 =4X4 =4X8 E IF H I J K Cust: R761 JWAXW610013 T105 Dnallo: 011.22.1353.59954 SSB / DF 01/11/2022 20'0"14 22'0"14 27'1"8 4' 11 "2 2' 5'0" 10 2,2"2 2,2"2 -- ?,I =3X3 =3X3 =3X3 =3X3 =3X5 L M N O P II,�--- i-I �--_-'lMA - I -II'--- 109 zo y 1 9W 111X4 =4X5 =3X3 =3X3 =3X4 =4X4 =4X5 1113X3 =4X4 11X4 111X4 =4X4 =3X3 �} =W=3X4 =3X3 =3X3 -�� 15'1"12 27' 1 "8 11'11"12 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 Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.135 F 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.230 F 783 360 A 941/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.024 AE - - X 1924/- Des Ld: 65.00 EXP: NA Kzt: NA HORZ (TL ): 0.045 AE Q 734/- NCBCLL: 10.00 Mean Height: NA ft Building Code: Creep Factor: 2.0 A Brg Wid = 3.0 Min Req = 1.5 Soffit: 0.00 TCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.803 X Br Wid = 3.5 Min Re 1.5 g q = Load Duration: 1.00 BCDL: NA psf MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.854 Q Brg Wid = 3.5 Min Req = 1.5 Bearings A, X, & Q are a rigid surface. Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.328 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:12(0)/5(0) 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: 20.02.01A.1209.10 B- C 0- 759 H -1 0 -1418 Lumber C-D 0 -724 L-M 0 -964 Top chord: 4x2 SP #2; T1 4x2 SP 2250f-1.9E; D - E 0 -1732 M - N 0 -1191 Bot chord: 4x2 SP #2; E - F 0 - 2087 N - O 0 -1096 Webs: 4x2SP#2; F-G 0-2092 O-P 0 -461 Additional Notes G - H 0 - 2081 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging B Maximum oorForces Per Maxy (Ibs) PI P d F t Chord recommendations. Chords Tens.Comp. Chords Tens. Comp. Truss must be installed as shown with top chord up. AE-AD 1429 0 X - W 0 -871 AD -AC 2001 0 W - V 673 - 95 AC -AB 2092 0 V - U 1188 0 AB -AA 1829 0 U - T 1191 0 AA- Z 995 0 T- S 1193 0 Z-Y 995 0 S-R 914 0 Y-X 0 -871 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 11 11 AEAD 0 -1065 K - X 0 -1844 D -AD 480 0 f No 70773 ,'� AD- E 0 -427 K- W 888 W - L 0 0 -871 * —_ - G -AB 0 -406 L- V 551 0 Of — AB- H 656 0 STATE OF V - M 0 - 572 ;'1` H-AA 0 -724 O-R 0 -719 FiORtOp',C9O AA- 730 730 -1135 P-Q -708 coa#0-2 s " 0111110�\\� 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, Apply face truss Details, Refer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the in ANSI/TPI 1, for handling, installation A AN,TW COMPANY truss conformance with or shipping,, and bracin of trusses. seal on this drawin or cover page listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is ructure -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204538 / SY42 Ply: 1 ob Number: 21-0845 Cust: R761 JXW610013 T104 FROM: Qty: 6 J GRRef:1 OZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.00460 Truss Label: FT16 SSB / DF 01/11/2022 6'8"12 r 6'8"12 2,6" (TYP) r1 8'T12I 15'1"12 20'0"14 22' 26'5" 4'11"2 2' 1'2"12 1'2"12 4 1 F i �— 272 --{ �— 272 --{ 29'7"8 7'6"10 =3X3 =3X4 =W=3X4 =6X6 =3X3=3X31111X4 1111.5X4 =4X4 =4X8 =4X4 =3X3 =3X3 =3X3 =3X3 =4X5 AB CD E F G H I J K L M N O P Q •-�10,9„ I +20 + 19,4„ AH AG AF AE AD AC AB AA Z Y X W V U T S R 1111X4 =4X5 =3X3 =3X3 =3X4 =4X4 =4X5 1113X3 =4X5 =4X4 1111.5X4 =3X3 =4X4 =3X3 =W=3X4 1111.5X4 =3X3 15'1"12 i 14'5"12 29'7"8 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: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.147 N 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.251 N 681 360 A 939 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.025 Q - - AA 2059/- Des Ld: 65.00 EXP: NA Kzt: NA HORZ (TL ): 0.044 AG - - R 920/- NCBCLL: 10.00 Mean Height: NA ft Building Code: Creep Factor: 2.0 A Brg Wid = 3.0 Min Req = 1.5 Soffit: 0.00 TCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.801 AA Br Wid = 3.5 Min Re 1.5 g q = Load Duration: 1.00 BCDL: NA psf P MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.825 R Brg Wid = 3.5 Min Req = 1.5 Bearings A, AA, & R are a rigid surface. Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.325 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:12(0)/5(0) 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: 20.02.01A.1209.10 B-C 0 -757 K-L 325 -399 Lumber C-D 0 -723 L-M 0 -1448 Top chord: 4x2 SP 2250f-1.9E; T2 4x2 SP #2; D - E 0 -1727 M - N 0 -1845 Bot chord: 4x2 SP #2; B2 4x2 SP 2250f-1.9E; E - F 0 - 2077 N - O 0 -1913 Webs: 4x2 SP #2; F - G 0 - 2082 O - P 0 -1546 Additional Notes G - H 0 - 2071 P - Q 0 - 611 H - 1 0-1403 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum Bot Chord Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. AG-AF 1426 0 Z - Y 0 -839 AF-AE 1994 0 Y - X 1019 - 62 AE-AD 2082 0 X - W 1835 0 AD -AC 1817 0 W - V 1845 0 AC -AB 977 0 V - U 1855 0 AB -AA 0 - 839 U - T 1862 0 AA- Z 0- 839 T- S 1213 0 Maximum Web Forces Per Ply (Ibs) �PgDO �� ii��i Webs Tens.Comp. Webs Tens. Comp. �\ �Q',��GENdF , 9�► /� B-AG 1130 0 K-Y 1056 0 AG- D 0 -1063 No 70773 �', * D -AF 478 0 Y- L L - X 0 -1033 774 0 AF-E 0 -424 X-M 0 -887 ' Of = G -AD 0 - 392 M - W 397 0 " STATE OF W ` AD- H 632 0 V - N 0 375 0 ' , P ; \2�� H -AC 0 - 722 O - T 0 - 501 F'•,LORt�_• o AC-1 731 0 1127 T-P 530 0 SWIONAL �?\\`\ AB- K 1152 S S 974 9 6 COA#0-2 8 �81IIIIII\1\ - K-AA 0 -1971 Q-R 0 -893 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, Apply face truss Details, Refer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the in ANSI/TPI 1, for handling, installation A AN,TW CGMPANY truss conformance with or shipping,, and bracin of trusses. seal on this drawin or cover page listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is ructure -Designer 6750 Forum Suite 305 Drive drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204545 / SY42 Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T98 / FROM: Qty: 2 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1353.59943 Truss Label: FT17 SSB / DF 01/11/2022 it 6'812 8'8"12I 15'r'12 20'0"14 22'0"14 29'7"8 6'812 2' 6'5" 411"2 2' 7'6"10 'q 1'2"12 1'2"12 1'4"8 3' 2,6„12 27„14 � I 14' i8'0"14 7'6"10 =3X3 =6X6 -3X3 AB CD -3X4 -3X3 1111X4 1111.5X4 E F G H =3X3 -4X4 =6X6 —4X4 =4X4 I J KL M N =3X3 =3X3 =3X5 -3X3 -3X3 =4X5 OP Q. R S T 0191. n94, AK AJ Al AH AG AF AE AD MAC AB AA Z Y X W V U 1111X4 =4X5 =3X3 =3X3 =3X4 =4X4 =4X5 =3X5 =4X4 =4X4 1111X4 =3X3 =4X4 =3X3 -W=3X4 III1.5X4 -3X3 15'1"12 29'7"8 14'5"12 Loading Criteria (psf) Ch d C Ch d C 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 Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.132 F 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.228 F 793 360 A 946/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.024 AJ - - AD 2069/- Des Ld: 65.00 EXP: NA Kzt: NA HORZ (TL ): 0.044 AJ U 898/- NCBCLL: 10.00 Mean Height: NA ft Building Code: Creep Factor: 2.0 A Brg Wid = 3.0 Min Req = 1.5 Soffit: 0.00 TCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.838 AD Br Wid = 3.5 Min Re 1.5 g q = Load Duration: 1.00 BCDL: NA psf MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.837 U Brg Wid = 3.5 Min Req = 1.5 Bearings A, AD, & U are a rigid surface. Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.341 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:12(0)/5(0) 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: 20.02.01A.1209.10 B- C 0- 763 K- M 982 0 Lumber C- D 0- 729 N- O 0 -1398 Top chord: 4x2 SP #2; T1 4x2 SP 2250f-1.9E; D - E 0 -1744 O - P 0 -1806 Bot chord: 4x2 SP #2; B2 4x2 SP 2250f-1.9E; E - F 0 - 2110 P - Q 0 -1817 Webs: 4x2 SP #2; F - G 0 - 2116 Q - R 0 -1833 Additional Notes G- H 0- 2105 R- S 0 -1492 H - 1 0-1451 S-T 0 -593 + 2x6 continuous strongback. See detail J - K 155 - 375 STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply (Ibs) T T or s ens. omp. or s ens. omp. AJ-AI 1438 0 AB -AA 912 -2 AI-AH 2O17 0 AA- Z 1798 0 AH-AG 2116 0 Z - Y 1806 0 AG-AF 1860 0 Y - X 1806 0 AF-AE 1031 0 X - W 1785 0 AE-AD 0 -882 W-V 1179 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. V'� Webs Tens. Comp. \\\�\�PNpO / 11 Q',��GfNd�c•• ��► //�i 115 \\\k AJAD 0 -1072 MDAB 750 i D -Al 486 0 No 70773 * �_ AB- N 0 -1011 Al- E 0 -434 N -AA 795 0 * G -AG 0 - 411 AA- O 0 - 838 STATE OF WZ AG- H 664 0 R- W 0 -465 4 H -AF 0- 713 ••• W- S 498 0 j�� F�ORtpP,•'G\?�� AF- 1 718 0 S - V 0 -930 I -AE 0 -1145 `SbNA V - T 946 0 AE- K 1208 0 ��//`\�� T- U 0 -871 COA#0-2 8 K-AD 0-1147 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, Apply face truss Details, Refer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracin trusses. A this drawin AN,TW CGMPANY conformance with or shipping,, and of seal on or cover page listing this drawin indicates acceptance of professional encLlneering responsibility solely -for the design shown. The suitability and use of g is ructure -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204549 / SY42 Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T102 FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.02538 Truss Label: FT18 SSB / DF 01/11/2022 6'8"12 6'8"12 2,6" 5 4 (TYP) Y1 3X3 -6X6 -3X3 AB C D 98"1 2' 42„ 4 P„ 4 - 3X3 III 1 X4 III 1.5X4 3X4 E F G H AG AF AE AD AC AB 1111X4 =4X5 =3X3 =3X3 =3X4 =4X4 15'1"12 15'1"12 2_ '14 1 22' 6'5" 4' 11 "2 2' P2„2 28'72 6'6"4 W=3X4 =4X4 -4X8 -3X4 -3X3 1111X4 =3X3 -3X3 -4X5 I J K L M N O P Q 10'9" ro !f! RP AA Z X W V U T S R =4X5 1113X3 =4X4 1111.5X4 =3X3 =3X3 =4X4 =3X3 -W=3X4 -3X4 13'5"6 28'72 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 Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.134 F 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.228 F 791 360 A 939 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.024 AF - - Y 2001 Des Ld: 65.00 EXP: NA Kzt: NA HORZTL ): 0.044 AF ( R 848 /- NCBCLL: 10.00 Mean Height: NA ft Building Code: Creep Factor: 2.0 A Brg Wid = 3.0 Min Req = 1.5 Soffit: 0.00 TCDL: NA psf BCDL: NA psf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.802 Y Br Wid = 3.5 Min Re 1.5 g q = Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.826 R Brg Wid = 3.5 Min Req = 1.5 Bearings A, Y, & R are a rigid surface. Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.323 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:12(0)/5(0) 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: 20.02.01A.1209.10 B- C 0- 757 H- I 0 -1405 Lumber C-D 0 -723 L-M 0 -1267 Top chord: 4x2 SP 2250f-1.9E; T2 4x2 SP #2; D - E 0 -1728 M - N 0 -1585 Bot chord: 4x2 SP #2; B2 4x2 SP 2250f-1.9E; E - F 0 - 2079 N - O 0 -1582 Webs: 4x2 SP #2; F - G 0 - 2084 O - P 0 -1376 Additional Notes G - H 0 - 2072 P - Q 0 - 550 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging B Maximum oorForces Per Maxy (Ibs) PI P d F t Chord recommendations. Chords Tens.Comp. Chords Tens. Comp. Truss must be installed as shown with top chord up. AF-AE 1426 0 Y - X 0 - 834 AE-AD 1995 0 X - W 893 - 91 AD -AC 2084 0 W - V 1578 0 AC -AB 1819 0 V - U 1585 0 AB -AA 979 0 U - T 1595 0 AA- Z 0- 834 T- S 1102 0 Z-Y 0 -834 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AF 113 1898 AFD0 -1063 K-X 970 D -AE 478 0 X - L 0 - 964 AE- E 0 -425 No 70773 •; * L- W 692 0 _ G -AC 0 -394 * " W - M 0 -751 * AC- H 635 0 T - P 435 0 STATE OF 'AU. H -AB 0 -722 P - S 0 -877 k/ AB- 1 731 0 S- Q 877 0 j�.t�'• FLORtOP,•'G�?�� I -AA 0-1128 Q-R 0 -816 0 AL AA- K 1143 0 COA#0-2 8 ////►111111\0 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, Apply face truss Details, Refer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the in ANSI/TPI 1, for handling, installation A AN,rw CGMPANY truss conformance with or shipping,, and bracin of trusses. seal on this drawin or cover page listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is ructure -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204553 / SY42 Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T101 FROM: Qty: 7 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.01878 Truss Label: FT19 SSB / DF 01/11/2022 6'8"12 6'8"12 2'6" 5 4 (TYP) Y1 3X3 =6X6 =3X3 AB C D 8'8"121 14'1"12 2' 5'5" =3X3 1111X4 =3X3 1111X4 =3X5 E F G H I 20'0"14 22'0"14 28'7"2 611"2 2' "Y" 6'6"4 �'1� 1�1 =W=3X4 =3X4 =4X8 =3X4 1111.5X4 III1X4 =3X3 =3X3 =4X5 J K L M N O P Q R + IR 9 AH AG AF AE AD AC AB AA Z Y X W V U T S 1111X4 =4X5 =3X3 -3X3 1111X4 -4X5 -4X5 1113X3 =4X5 -3X4 -3X4 =3X3 =3X3 -4X4 =3X3 W=3X4 14'1"12 1 14'5"6 r 28'72 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 Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.127 F 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.218 F 771 360 A 882 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.023 AG - - AA 2000/- Des Ld: 65.00 EXP: NA Kzt: NA HORZ (TL ): 0.042 AG S 903/- NCBCLL: 10.00 Mean Height: NA ft Building Code: Creep Factor: 2.0 A Brg Wid = 3.0 Min Req = 1.5 Soffit: 0.00 TCDL: NA psf BCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.757 AA Br Wid = 3.5 Min g Re 1.5 q = Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.765 S Brg Wid = 3.5 Min Req = 1.5 Bearings A, AA, & S are a rigid surface. Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.302 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:12(0)/5(0) 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: 20.02.01A.1209.10 Lumber B- C 0- 698 L- M 0 -1305 C-D 0 -665 M-N 0 -1832 Top chord: 4x2 SP 2250f-1.9E; T2 4x2 SP #2; D - E 0 -1581 N - O 0 -1844 Bot chord: 4x2 SP 2250f-1.9E; B2 4x2 SP #2; E - F 0 -1799 O - P 0 -1840 Webs: 4x2 SP #2; F - G 0 -1802 P - Q 0 -1504 Additional Notes G- H 0 -1360 Q- R 0 - 598 H - 1 0-1360 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum Bot Chord Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. AG-AF 1320 0 Z - Y 0 - 791 AF-AE 1791 0 Y - X 920 0 AE-AD 1802 0 X - W 1682 0 AD -AC 1797 0 W - V 1844 0 AC -AB 945 0 V - U 1781 0 AB -AA 0 - 791 U - T 1191 0 AA- Z 0 - 791 Maximum Web Forces Per Ply (Ibs) Webs T Wes T Comp \\\\��PpDO �i// BAG 1043Comp 0 X669 O No 70773 .* AG- D 0- 987 D -AF 414 0 X- M 0 671 M- W 630 0 G -AC 0 - 845 W - N 0 - 460 * AC- 1 711 0 P- U 0 -439 STATE OF ; �� ` I -AB 0 -1035 U - Q 498 0 Q� \ AB- J 1050 0 Q - T 0 - 942 FA, •.•1OR10-, (� �� J-AA 0-1899 T-R 953 0 y � 107 R - S 0 875 COA#0-2 8 �5/S10 N AL �?�\\\ _ 0 -1058 0vt vz022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall provide temporary have a properly attached Iid ceilin Locations shown for ermanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, 67 or B10, App�y face Defer as applicabgla. plates to each of truss and position as shown above and on the Join tails, unless noted otherwise. drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. to ALPINE Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the in ANSI/TPI 1, for handling, installation A AN,TW COMPANY truss conformance with or shipping,, and bracin of trusses. seal on this drawin listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability -Designer or cover page and use of g is 6750 Forum Drive Suite 305 drawing for any soructur is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204559 / SY42 Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T121 FROM: Qty: 2 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00793 Truss Label: FT20 SSB / DF 01/11/2022 3'0"12 3'8", 6'9"8 3'0"12 7'4 1 3'1"8 11, 2'6" 6 (TYP) 3X3 5X5 = 3X3 = 3X3 = 3X8 A B C D E F 04 0 10 \/G III X4 = 3X3 1111 X4 1111 X4 = 3X3 =1 5X6 1111X4 6'9"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.023 D 999 480 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.038 D 999 360 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.004 IF- - Des Ld: 65.00 EXP: NA Kzt: NA HORZ (TL ): 0.006 IF Building Code: NCBCLL: 10.00 Mean Height: NA ft Creep Factor: 2.0 TCDL: NA psf Soffit: 0.00 BCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.591 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.264 Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.295 Loc. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpi: NA Plate Type(s): VIEW Ver: 20.02.01A.1209.10 Wind Duration: NA WAVE Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Rt Bearing Leg: 4x2 SP #2; Additional Notes Truss must be installed as shown with top chord up No 70773 STATE OF %Al COA#0-2 8 sS,O N AL \?\\\\ 10'9" 009'11 "4 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 434/- G 442/- A Brg Wid = 3.0 Min Req = 1.5 G Brg Wid = 3.5 Min Req = 1.5 Bearings A & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. D - E 0 - 475 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L- K 476 0 J- 1 474 0 K-J 475 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-L 389 0 F-G 19 -496 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204562 / SY42 Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T100 FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01748 Truss Label: FT21 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; T 90 I 1'6" 9'0"8 1,6„ T 7'6„8 V6"12 �{ 1'4" � � 4 { 4 1112X4 1'1"4 s{ { 1'4" -3X4 A (TYP) I =3X3 K =3X3 3X3 9'0"8 Wind Criteria Snow Criteria (Pg,Pf in PSF) Wind Std: NA Pg: NA Ct: NA CAT: NA Speed: NA mph Pf: NA Ce: NA Enclosure: NA Lu: NA Cs: NA Category: NA Snow Duration: NA EXP: NA Kzt: NA Mean Height: NA ft Building Code: TCDL: NA psf BCDL: NA psf FBC 7th Ed. 2020 Res. MWFRS Parallel Dist: NA TPI Std: 2014 C&C Dist a: NA ft Rep Fac: Yes Loc. from endwall: NA FT/RT:20(0)/5(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA tninvr= Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1 X4 except as noted. Additional Notes Truss must be installed as shown with top chord up. Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.000 1 999 480 VERT(CL): 0.001 1 999 360 HORZ(LL): 0.000 1 - - HORZ(TL): 0.001 1 Creep Factor: 2.0 Max TC CSI: 0.111 Max BC CSI: 0.021 Max Web CSI: 0.023 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF ; P �i F,,LORtO, •' G �� COA#0-2 8 ��//r N AL 01/11/2022 g,4„ ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL J* 130 /-/- J Brg Wid = 108 Min Req = - Bearing R is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204556 / SY42 Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T94 / FROM: Qty: 2 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02729 Truss Label: FT22 SSB / DF 01/11/2022 1'7"8 2'0" T'f 1'7"8 4"1 1'912 �— VY12 (TYP) 1111X4 =3X4 1111X4 =3X3 =5X5 A B C D E F T , 0'9" 5 J =3X3 -3X3 1111X4 i 3-10" � Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA BCDL: 5.00 Category: NA Snow Duration: NA EXP: NA Kzt: NA Des Ld: 65.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Building Code: Soffit: 0.00 BCDL: NA psf FBC 7th Ed. 2020 Res. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Spacing: 24.0 " C&C Dist a: NA ft Rep Fee: Yes Loc. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE Lumber Top chord: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #2; Additional Notes Truss must be installed as shown with top chord up Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.007 C 999 480 VERT(CL): 0.012 C 999 360 HORZ(LL): 0.001 B - - HORZ(TL): 0.001 B Creep Factor: 2.0 Max TIC CSI: 0.211 Max BC CSI: 0.084 Max Web CSI: 0.057 EW Ver: 20.02.01A.1209.10 \�oW 111111!!// Do �'��X//, No 70773 STATE OF %A/ ��'n�•• ��ORtOP'��C9?�� COA#0-2 8 �ON SsAL � 111111111� � 01/11/2022 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL J 258/- E 237/- J Brg Wid = 3.5 Min Req = 1.5 E Brg Wid = 3.0 Min Req = 1.5 Bearings J & E are a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204571 / GABL Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T91 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03342 Truss Label: T1 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 6'4" 6'4" 2,4„ —g 1,4„ -� _4E4 12 (TYP) 12'10" 6'6" 5 0 q I in J i„8 t—V ,4. 2X4(A1) =2X4(A1) Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 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. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S16030ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. 12'10" 12'10" 12'10" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.002 1 999 360 VERT(CL): -0.002 1 999 240 HORZ(LL): 0.002 1 - - HORZ(TL): 0.002 1 Creep Factor: 2.0 Max TC CSI: 0.384 Max BC CSI: 0.077 Max Web CSI: 0.024 EW Ver: 20.02.01A.1209.10 \�;PA � W 111111!!// `\\��P� NDo 1�///% (C No 70773 STATE OF -0'n�•• COA#0-2 8 Ss�ONAL 111111111� 01/11/2022 2'1"6 ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A* 86 /- /- /36 /42 /7 1 342 /- /- /212 /237 /- Wind reactions based on MWFRS A Brg Wid = 146 Min Req = - I Brg Wid = 7.6 Min Req = 1.5 Bearings A & I are a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, fle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204568 / SPEC Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T92 / FROM: Qty: 2 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00941 Truss Label: T2 SSB / DF 01/11/2022 Cl) 3"8"8 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 6'8" 6'8" =4X4 12 B 13'2" 6'6" 5 � u7 O A C r) e �9,4„ E D 4X4(D1) III 1.5X4=2X4(A1) 6'8" 6'8" Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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. Wind loading based on both gable and hip roof types. 13'2" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 6'6" 13'2" Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.021 A 999 360 VERT(CL): 0.037 A 999 240 HORZ(LL): -0.010 A - - HORZ(TL): 0.017 A Creep Factor: 2.0 Max TC CSI: 0.388 Max BC CSI: 0.505 Max Web CSI: 0.064 EW Ver: 20.02.01A.1209.10 ��PNDO •V�ti <G ; No 70773 STATE OF 1 co to 2'1 "6 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 483 /- /- /230 /248 /78 C 629 /- /- /325 /383 /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 C Brg Wid = 7.6 Min Req = 1.5 Bearings A & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 414 -740 B-C 419 -747 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 634 - 248 E - C 634 - 248 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204832 / SPEC Ply: 2 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T39 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.01475 Truss Label: T3 SSB / DF 01/11/2022 2 Complete Trusses Required 9"8 _ T10"14 6'8" 8'6"10 1 10'5"4 1 12'9"2 9"8 3'1"6 2'9, 1'10"10 1'10"10 2'3"14 12 5 1111.5X4 CD T =4X5 =5X5 A B 1111.5X4 =3X4 =3X8 E F G M T io �9,4„ N M L K J I H 1111.5X4 =3X12 =5X8 111.5X4 =3X8 =3X8 1113X3 12'9"2 - 7"1 3'1"6 2'9"2 3'9"2 - - 6'6"4 2'0"6 _i_ 27'10 _i_ 1'11"14 8'6"10 10'9"4 12'9"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.063 D 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.141 D 999 360 N 1271 /- /- /323 /119 /41 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.010 H - - H 2196 /- /- /342 /148 /- Des Ld: 65.00 EXP: B Kzt: NA HORZ(TL): 0.022 H Wind reactions based on MWFRS Mean Height: 15.00 It NCBCLL: 0.00 Buildin Code: g Cree Factor: 2.0 p N Brg Wid = 3.5 Min Req = 1.5 TCDL: 4.0 psf Soffit: 0.00 BCDL: 3.0 psf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.371 H Brg Wid = 2.7 Min Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.848 Bearings N & H are a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac: No Max Web CSI: 0.435 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver:20.02.01A.1209.10 A-B 110 -1226 E-F 155 -2014 Lumber It is the responsibility of the Building Designer and C - E 156 -2032 F - G 90 -1288 Top chord: 2x4 SP #2; Truss Fabricator to review this drawing prior to Bot chord: 2x4 SP #2; cutting lumber to verify that all data,including Maximum Bot Chord Forces Per Ply (Ibs) Webs: 2x4 SP #2; dimensions and loads, conform to the architectural Chords Tens.Comp. Chords Tens. Comp. plans/specifications and fabricators truss layout. Nailnote L - K 2136 -188 J - I 1473 -105 K-J 2188 -193 Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 6.00" o.c. Bot Chord: 1 Row @12.00" o.c. Maximum Web Forces Per Ply (Ibs) Webs : 1 Row @ 4" o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails A - M 75 -J - F 61 in each row to avoid splitting. A-L 1341 -119 19 F-I 70 -891 Special Loads L - C 61 - 988 I - G 1542 -108 ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) B - C 130 -1203 G - H 75 -1079 TC: From 123 plf at 0.50 to 123 plf at 6.67 TC: From 413 plf at 6.67 to 413 plf at 12.76 BC: From 130 plf at 0.00 to 130 plf at 0.50 BC: From 10 plf at 0.50 to 10 plf at 12.76 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. `\\ Q- --- �P --- No 70773 `. Wind = Wind loads based on MWFRS with additional C&C member design. STATE OF 1JJ Right end vertical not exposed to wind pressure. �,�; • 4 LOW,,• FO"• 0 \� Wind loading based on both gable and hip roof types. COA#0-2 8 /,/pNA'0\�\\ 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW CGMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional encLlneering responsibility solely -for the design shown. The suitability and use of g is Suite 305 drawing for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204837 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T95 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00420 Truss Label: T4 SSB / DF 01/11/2022 5'1"1 6'8" 8'6"10 _ _ 10'514 _1 _ 12'9"2 _ r7"1 2'0"1 2'5"5 1'6'. 1'10"10 1'1,0 2' ," 1111.5XE D 1111A5X4 =4B5 =6X10(SRS) T1 CC 1111.5X4 —3X6 —3X8 F G H T N ye�_Zn 0 N 49'4" P O N M L K J I =4X5 =3X5 =5X5 =7X8 1111.5X4 =3X12 =4X7 1112X5 12'9"2 it 2'1"13 2'1"13 1,5„3 1 2,0„6 1 2'2"2 + 208 i 2'11"5 5'1"1 6'6"4 8'610 10'8"12 12'9"2 �� 9"8 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-16 TCDL: 20.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP: B Kzt: NA Des Ld: 65.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.00 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; T1 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Special Loads -----(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 123 plf at 0.50 to 123 plf at 12.76 BC: From 130 pif at 0.00 to 130 plf at 0.50 BC: From 10 plf at 0.50 to 10 plf at 12.76 TC: 620 lb Conc. Load at 6.67 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 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): 0.093 E 999 480 Loc R+ / R- / Rh / Rw / U / RL p 1145 /- /- /315 /122 /23 Lu: NA Cs: NA VERT(CL): 0.177 E 863 360 Snow Duration: NA HORZ(LL): 0.021 E - - I 1175 /- /- /335 /145 /- HORZ(TL): 0.040 E Creep Factor: 2.0 Wind reactions based on MWFRS P Brg Wid = 3.5 Min Req = 1.5 Building Code: FBC 7th Ed. 2020 Res. Max TC CSI: 0.418 1 Brg Wid = 3.5 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.831 Bearings P & I are a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.512 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 20.02.01A.1209.10 B - C 146 -1365 F - G 300 -2724 WAVE D - F 303 - 2741 G - H 177 -1511 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O - N 1241 -161 L - K 3795 - 380 N - M 1925 - 212 K - J 1725 - 205 M - L 3725 - 373 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp O-B 191 -1721 D-E 20 -690 B-N 912 -62 D-K 94 -1259 N-C 61 -789 K-G 1236 -117 C-M 1453 -116 G-J 138 -1035 C - D 243 - 2230 J - H 1813 - 212 M - D 207 - 2319 H - 1 148 -1148 Wind Wind loads based on MWFRS with additional C&C member design. \`�\ �PNpp Right end vertical not exposed to wind pressure. �N Q* Wind loading based on both gable and hip roof types.�C� It is the responsibility of the Building Designer and * ;! No 70773 Truss Fabricator to review this drawing prior to _ cutting lumber to verify that all data,including * - dimensions and loads, conform to the architectural STATE OF W plans/specifications and fabricators truss layout. 0�F' FLORtOP'�,C'�.r\� �flllIII11 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for ermanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, 67 or B10, as applicabgla. App�y plates to each face of truss and position as shown above and on the Join tails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build ina_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 bracin of trusses. A seal on this drawin or cover page listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is drawing for any soructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE AN ITW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204565 / SPEC Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T96 / FROM: Qty: 6 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01287 Truss Label: T5 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 1111A5X4 12 a 5 B � CV 9,4„ D III 1.5X4 C 2X4(A1) i 3'3"8 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 3'3" 8 3'3"8 2'1"6 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.002 B 999 360 VERT(CL): 0.002 B 999 240 HORZ(LL): -0.001 B - - HORZ(TL): 0.001 B Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.069 Max Web CSI: 0.014 EW Ver: 20.02.01A.1209.10 \\\\\%III I /////// oCENS No 70773 ; *rJ STATE OF /W 111000 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D 72 /- /- /49 /43 /134 B 298 /- /- /125 /206 /- Wind reactions based on MWFRS D Brg Wid = - Min Req = - B Brg Wid = 7.6 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 212125 SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T87 FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1416.47423 Truss Label: T6 SSB / FV 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; T 1 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 1111.5X4 12 A a 5 C 1111 B a s 9'4° .5X4 2X4(A1) i, 37' _ 37" 3��" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.004 B 999 360 VERT(CL): 0.006 B 999 240 HORZ(LL): 0.002 B - - HORZ(TL): 0.004 B Creep Factor: 2.0 Max TC CSI: 0.140 Max BC CSI: 0.107 Max Web CSI: 0.031 EW Ver: 20.02.01A.1209.10 oW 111111!!// Do �'��X//, No 70773 STATE OF %A/ ��'n�•• ��ORtOP'��C9?�� COA#0-2 8 Ss�ONAL �a0 111111111� 01/11/2022 ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B* 75 /- /- /36 /43 /25 Wind reactions based on MWFRS B Brg Wid = 43.0 Min Req = - Bearing C is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building it Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 212128 SPEC Ply: 2 Job Number: 21-0845 Cust: R761 JRef:1Xc47610013 T61 FROM: Qty: 2 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1416.20330 Truss Label: T7 SSB / FV 01/11/2022 2 Complete Trusses Required T 1 T 1 6'6" 6 3'3" 5 97 9 3'1 "3 12 -4X5 -3X4 -4X5 5 A B C TT2 w W5 D FI F E III1.5X4 -4X5 =3X8=31(A1) 9'3"9 2'11"9 1 2'11"9 2'11"9 1511"2 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-16 TCDL: 20.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP: B Kzt: NA Des Ld: 65.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.00 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 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W5 2x8 SP SS Dense; Nailnote Nail Schedule:0.128"xY, min. nails Top Chord: 1 Row @ 4.75" 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 123 plf at 0.00 to 123 plf at 9.63 BC: From 10 plf at 0.00 to 10 plf at 9.63 TC: 1865 lb Conc. Load at 6.05 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Right bottom chord exposed to wind. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): 3'8" 7 97 9 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.034 E 999 480 VERT(CL): 0.065 E 999 360 HORZ(LL): 0.012 D - - HORZ(TL): 0.023 D Creep Factor: 2.0 Max TC CSI: 0.598 Max BC CSI: 0.896 Max Web CSI: 0.379 ✓E MEW Ver: 20.02.01 A. 1209.10 It is the responsibility of the Building Designer and Truss Fabricator to review this drawing prior to cutting lumber to verify that all data,including dimensions and loads, conform to the architectural plans/specifications and fabricators truss layout. \wl I I f 1/► , aPp00 1,1,N // EN8i'•�tS��i No 70773 J STATE OF ; i Q'•, ' AIL 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL G 1271 /- /- /327 /182 /46 D 1878 /- /- /376 /181 /- Wind reactions based on MWFRS G Brg Wid = 3.6 Min Req = 1.5 D Brg Wid = 4.0 Min Req = 1.5 Bearings G & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 142 -1225 C - D 168 -1869 B-C 141 -1588 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F - E 1336 -143 E - D 1682 -148 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - G 84 - 626 F - B 60 - 538 A - F 1344 -154 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par 1is drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of s I for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 212131 SPEC Ply: 2 Job Number: 21-0845 Cust: R761 JRef:1Xc47610013 T90 FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1416.55727 Truss Label: T8 SSB / FV 01/11/2022 2 Complete Trusses Required 2'9"11 6314 8'0"1 97"9 2'9"11 2'6"3 2'8"3 17"8 =3X4 =3X4 =3X4 III1.5X4 12 A B C DE a 5 W8 90 7�q Li J I H G 111.5X4 =3X4 =3X8 �SIS05X4(**) '91 - 2'6"3 2'6"3 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-16 TCDL: 20.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP: B Kzt: NA Des Ld: 65.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.00 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; Webs: 2x4 SP #2; W8 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 4.75" 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 123 pIf at 0.00 to 123 pIf at 5.32 TC: From 253 pit at 5.32 to 253 pIf at 7.88 TC: From 123 pit at 8.00 to 123 pIf at 9.63 BC: From 10 plf at 0.00 to 10 pIf at 9.63 TC: 1284 lb Conc. Load at 8.00 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 9'3"9 a 4'� 27'15 4'57 5'2"2 97"9 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): 0.026 C 999 480 Lu: NA Cs: NA VERT(CL): 0.040 C 999 360 Snow Duration: NA HORZ(LL): 0.007 F - - HORZ(TL): 0.011 F Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020 Res. Max TC CSI: 0.368 TPI Std: 2014 Max BC CSI: 0.651 Rep Fac: No Max Web CSI: 0.209 FT/RT:20(0)/5(0) Plate Type(s): VIEW Ver: 20.02.01A.1209.10 WAVF 1RCC Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Right bottom chord exposed to wind. It is the responsibility of the Building Designer and Truss Fabricator to review this drawing prior to cutting lumber to verify that all data,including dimensions and loads, conform to the architectural plans/specifications and fabricators truss layout. \\�\\\%li( i III//,/ <G , No 70773 Ir J STATE OF �0% SS� COA#0-2 8 O N A1. M 1111 \0 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL J 892 /- /- /322 /186 /24 F 1993 /- /- /363 /428 /- Wind reactions based on MWFRS J Brg Wid = 3.6 Min Req = 1.5 F Brg Wid = 4.0 Min Req = 1.5 Bearings J & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 131 - 656 D - F 331 -1581 B - C 164 -1058 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I - H 731 -137 G - F 1363 - 282 H - G 1217 - 248 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - J 88 - 434 B - H 378 - 45 A - 1 741 -148 C-D 139 -819 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par 1is drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of s I for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 212134 SPEC Ply: 2 Job Number: 21-0845 Cust: R761 JRef:1Xc47610013 T68 FROM: Qty: 4 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1416.26897 Truss Label: T9 SSB / FV 01/11/2022 2 Complete Trusses Required 90 2'9"11 6314 8'0"1 2'9"11 2'6"3 2'8"3 9'7"9 1'7"8 =3X3 =3X4 =3X4 III1.5X4 12 A B C DE a 5 J fl III 1.5X4 2'6"3 2'6"3 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-16 TCDL: 20.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP: B Kzt: NA Des Ld: 65.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.00 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; Webs: 2x4 SP #2; W8 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 6.25" 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 123 pIf at 0.00 to 123 pIf at 7.88 TC: From 123 pit at 8.00 to 123 pIf at 9.63 BC: From 10 plf at 0.00 to 10 pIf at 9.63 TC: 1284 lb Conc. Load at 8.00 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. It is the responsibility of the Building Designer and Truss Fabricator to review this drawing prior to cutting lumber to verify that all data,including dimensions and loads, conform to the architectural plans/specifications and fabricators truss layout. 1111.5X4 9'3"9 4'� 27'15 4'57 5'2"2 97"9 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): 0.024 C 999 480 Lu: NA Cs: NA VERT(CL): 0.033 C 999 360 Snow Duration: NA HORZ(LL): 0.007 F - - HORZ(TL): 0.010 F Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020 Res. Max TC CSI: 0.314 TPI Std: 2014 Max BC CSI: 0.554 Rep Fac: No Max Web CSI: 0.182 FT/RT:20(0)/5(0) Plate Type(s): VIEW Ver: 20.02.01A.1209.10 WAVF 1RCC Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Right bottom chord exposed to wind. No 70773 STATE OF ; COA#0-2 8 ////r 111111 \0 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL J 795 /- /- /322 /186 /24 F 1757 /- /- /363 /496 /- Wind reactions based on MWFRS J Brg Wid = 3.6 Min Req = 1.5 F Brg Wid = 4.0 Min Req = 1.5 Bearings J & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 131 - 572 D - F 393 -1370 B - C 205 - 865 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I - H 637 -137 G - F 1175 - 336 H - G 1044 - 298 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - J 88 - 386 C - D 147 - 659 A - 1 645 -148 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par 1is drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of s I for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204577 / GABL Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T59 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00364 Truss Label: T10 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 4' 10"6 4' 10"6 1'4" (TYP) 2,2„6 12 =4XD4 10'0"6 5'7' 5 � _o A G n n Ll t ae _VW H 3X4(B 1) = 2X4(A1) fA Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 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. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S16030ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. 9'0"12 7 1-i 10'0"6 10'0"6 2' 1 "6 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 G 999 360 VERT(CL): -0.002 G 999 240 HORZ(LL): 0.002 G - - HORZ(TL): 0.002 G Creep Factor: 2.0 Max TC CSI: 0.384 Max BC CSI: 0.078 Max Web CSI: 0.021 EW Ver: 20.02.01A.1209.10 `\�\\ �PpDO Vj�,/i�i \\\ \rENsi <G ; No 70773 STATE OF LOR i O.t� `.• R P �\2 COA#0-2 8 sSIO N AL ��rrr 01/11/2022 ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 85 /- /- /43 /45 /75 A* 73 /- /- /32 /37 /- G 340 /- /- /211 /307 /- Wind reactions based on MWFRS A Brg Wid = 4.0 Min Req = 1.5 A Brg Wid = 108 Min Req = - G Brg Wid = 7.6 Min Req = 1.5 Bearings A, A, & G are a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, fle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204574 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T56 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01733 Truss Label: T11 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; 4'10"6 4'10"6 4X4 12 B 10'0"6 57' 5 � 0 A C ih ih a a �9'4" E D 3X4(B 1) 5X5 = 2X4(A1) 4'10"6 4'10"6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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. Wind loading based on both gable and hip roof types. 10'0"6 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): 57' 10'0"6 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 E 999 360 VERT(CL): 0.017 E 999 240 HORZ(LL): 0.003 C - - HORZ(TL): 0.006 C Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.221 Max Web CSI: 0.045 EW Ver: 20.02.01A.1209.10 ��PNDO •V�ti <G ; No 70773 STATE OF I co to COA#0-2 8 /ON0/11111 AI \\\��\ 2'1 "6 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 362 /- /- /181 /202 /67 C 515 /- /- /277 /319 /- Wind reactions based on MWFRS A Brg Wid = 4.0 Min Req = 1.5 C Brg Wid = 7.6 Min Req = 1.5 Bearings A & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 280 - 504 B - C 284 - 507 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 421 -140 E-C 421 -140 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204580 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T55 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01524 Truss Label: T12 SSB / DF 01/11/2022 2'11"3 J_ 4'6"2 9'8"2 2'5"11 5 T 57' 12 5 =4X4 C T =4X7 =5X5 A B T � M N - 1 I H G F =3X8 =3X4 -3X4 1111.5X4 9'8"2 2'2"3 1'8"11 5'3"12 2'7"11 4'4"6 9'8"2 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II DEXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. O_ p ih 9'11"4 T 9,4„ E I(A1) 2'1"6 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl 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): 0.014 F 999 240 1 339 /- /- /163 /200 /135 Snow Duration: NA HORZ(LL): 0.004 A - - D 501 /- /- /283 /311 /- HORZ(TL): 0.007 A Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 1 Brg Wid = 3.0 Min Req = 1.5 FBC 7th Ed. 2020 Res. Max TC CSI: 0.272 D Brg Wid = 7.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.215 Bearings I & D are a rigid surface. Rep Fac: Yes Max Web CSI: 0.093 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver:20.02.01A.1209.10 A-B 255 -376 C-D 251 -459 B - C 270 -418 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G-F 413 -142 �NN�\Q'�P,cD No 70773 STATE OF ; %� '? i�Ot." �,' cLOR1Oq i ,'• COA#0-2 8 s/ANAL /llllllll� 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW CGMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is Suite 305 drawing for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204583 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T52 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01694 Truss Label: T13 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber IT Lo v to N 5"Q 3,4"3 4 6„2 9,8"2 15" 2'10"11 12„ 57' 12 5 [--- =4X4 C 9'8"2 27"3 12 5'3"12 3'0"11 4 4"6 9,8"2 2'1 "6 5Q " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; Lt Bearing Leg: 2x6 SIP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.008 F 999 360 VERT(CL): 0.014 F 999 240 HORZ(LL): 0.004 A - - HORZ(TL): 0.007 A Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.215 Max Web CSI: 0.093 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF %40 i O.t� R P \2 COA#0-2 8 sLOR SIO N AL 8011111 01/11/2022 0 9'11"4 T 9,4„ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL 1 339 /- /- /163 /202 /146 D 501 /- /- /285 /310 /- Wind reactions based on MWFRS I Brg Wid = 3.0 Min Req = 1.5 D Brg Wid = 7.6 Min Req = 1.5 Bearings I & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 254 - 376 C - D 248 - 459 B - C 269 -412 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 407 -127 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. I- A 282 -392 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204586 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T89 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02857 Truss Label: T14 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 3'9"2 4'6' 3710 9 12 5 [,-- =4X4 =4X7 =5X5 C 9'3"4 4'9"2 9'3"4 _ 3'0"2 _i_ 10"1?�_ 4'10"14 3'5"10 4'4"6 9'3"4 5. 5"6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; Lt Bearing Leg: 2x6 SIP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.007 E 999 360 VERT(CL): 0.013 E 999 240 HORZ(LL): 0.004 A - - HORZ(TL): 0.007 A Creep Factor: 2.0 Max TC CSI: 0.217 Max BC CSI: 0.200 Max Web CSI: 0.093 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF %40 i O.t� R P \2 COA#0-2 8 sLOR SIO N AL 8011111 01/11/2022 911 4 s a y,4„ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL H 342 /- /- /158 /212 /101 D 346 /- /- /173 /190 /- Wind reactions based on MWFRS H Brg Wid = 3.0 Min Req = 1.5 D Brg Wid = 3.5 Min Req = 1.5 Bearings H & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 250 - 377 C - D 251 - 466 B - C 268 - 408 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F - E 403 -168 E - D 384 -166 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. H-A 301 -417 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204591 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T88 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02365 Truss Label: T15 SSB / DF 01/11/2022 4'6"2 4'0"10 =4X7 9'3"4 4'9"2 12 =4X4 _7 5 filX4 3X4(B2) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: B Kzt: NA Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 9'3"4 4'0"10 4'6"2 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 472 9'3"4 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.008 B 999 360 VERT(CL): 0.014 B 999 240 HORZ(LL): 0.004 C - - HORZ(TL): 0.007 C Creep Factor: 2.0 Max TC CSI: 0.211 Max BC CSI: 0.207 Max Web CSI: 0.094 EW Ver: 20.02.01A.1209.10 \\ -N\\A'�?PNDo No 70773 STATE OF Ir Fss/O N AL �?\\�� COA#0-2 8 1///1()11111�� 01 / 11 /2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F 342 /- /- /162 /217 /117 C 346 /- /- /179 /188 /- Wind reactions based on MWFRS F Brg Wid = 3.0 Min Req = 1.5 C Brg Wid = 3.5 Min Req = 1.5 Bearings F & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 289 - 406 B - C 254 - 483 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. D - C 404 -170 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. F - A 321 - 445 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204671 / HIPS Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T57 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02236 Truss Label: T16 SSB / DF 01/11/2022 fi 5'11"4 12' 5'11 "4 60"12 18'0"12 6'0"12 _5X10 1112X4 =5X10 12 C D T2 E 24' 5' 11 "4 5 T B F r in 9 4" A-4X7(B1) 1111.5X4 =H0510 1111.5X4=4X7(B1) G 24' 2'1"6 1 6'1" 5'11" 5'11" 61 2'1"6 6'1" 12' 17'11" 24' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Special Loads -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -2.11 to 55 plf at 5.94 TC: From 28 plf at 5.94 to 28 pIf at 18.06 TC: From 55 plf at 18.06 to 55 plf at 26.12 BC: From 4 plf at -2.11 to 4 plf at 0.00 BC: From 20 pIf at 0.00 to 20 pIf at 5.97 BC: From 10 pIf at 5.97 to 10 plf at 18.03 BC: From 20 pIf at 18.03 to 20 pIf at 24.00 BC: From 4 pIf at 24.00 to 4 pIf at 26.12 TC: 305 lb Conc. Load at 5.97,18.03 TC: 133 lb Conc. Load at 8.00,10.00,12.00,14.00 16.00 BC: 296 lb Conc. Load at 5.97,18.03 BC: 104 lb Conc. Load at 8.00,10.00,12.00,14.00 16.00 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.247 D 999 360 VERT(CL): 0.452 D 629 240 HORZ(LL): 0.061 F - - HORZ(TL): 0.112 IF Creep Factor: 2.0 Max TC CSI: 0.780 Max BC CSI: 0.585 Max Web CSI: 0.575 EW Ver: 20.02.01A.1209.10 <G ; No 70773 STATE OF % W • Al R P \2 NAL ir) ij((0 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1990 /- /- /- /1180 /- F 1990 /- /- /- /1180 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.6 F Brg Wid = 7.6 Min Req = 1.6 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 2329 -4072 D - E 2844 -4961 C - D 2844 -4961 E - F 2329 -4072 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 3692 - 2092 I - H 3715 - 2089 J -1 3715 - 2089 H - F 3692 - 2092 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-J 413 0 I-E 1351 -818 C-1 1351 -818 H-E 413 0 D - I 657 - 628 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, fle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204801 / HIPS Ply: 1 JoNumber: 21-0845 Cust: R76, JRef:1Xc47610013 T77 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02769 Truss Label: T17 SSB / DF 01/11/2022 7' 11 "4 T11"4 12' 4'0"12 16'0"12 4'0"12 -4X8 1111.5X4 -4X8 C D E 24' T11"4 ,2 5 T � a0 in 7 B F A=3X4(A1) 111.5X4 =5X8 III1.5X4=3X4(A1) G 2 1"6 -}- 8'1" 8'1" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 24' 3'11" + 3'11" 12' 1611" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA I NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.078 D 999 360 VERT(CL): 0.143 D 999 240 HORZ(LL): 0.028 F - - HORZ(TL): 0.051 IF Creep Factor: 2.0 Max TC CSI: 0.625 Max BC CSI: 0.650 Max Web CSI: 0.067 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF i O.t� `.• R P �\2 IONAL //II1111\1\ 24' 2' 1 "6 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1025 /- /- /528 /613 /113 F 1025 /- /- /528 /613 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 F Brg Wid = 7.6 Min Req = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 915 -1608 D-E 972 -1516 C-D 972-1516 E-F 915 -1608 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-J 1410 -681 I-H 1416 -680 J-1 1416 -680 H-F 1410 -681 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis I for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204820 / HIPS Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T78 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03004 Truss Label: T18 SSB / DF 01/11/2022 M <O V 1 4T 5'3" 9' 11 "4 . 1 . 14'0"12 5'3" 4'8"4 4-1"8 2'1 "6 9' 11 "4 9' 11 "4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA D Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. =4X7 =4X4 D E 24' 3'11 "12 13'11" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): 18'9"1 4'8"4 191" 24' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.078 J 999 360 VERT(CL): 0.141 J 999 240 HORZ(LL): -0.030 G - - HORZ(TL): 0.054 G Creep Factor: 2.0 Max TC CSI: 0.453 Max BC CSI: 0.821 Max Web CSI: 0.165 EW Ver: 20.02.01A.1209.10 61 PNDO •V�ti /��i <G ; No 70773 * Jr STATE OF ,Ul co COA#0-2 8 10IN �?��\ 0/Oi»1\ 01/11/2022 24' 5'3" 2'1"6 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1025 /- /- /520 /611 /130 G 1025 /- /- /520 /611 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 G Brg Wid = 7.6 Min Req = 1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1029 -1687 E - F 816 -1365 C - D 819 -1372 F - G 1030 -1686 D - E 808 -1991 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-J 1510 -819 I-G 1509 -819 J -1 1219 - 515 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204812 / COMN Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T79 / FROM: Qty: 6 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02188 Truss Label: T19 SSB / DF 01/11/2022 43'3"8 1'3"8 10'8"8 12' i . 1. 10'8"8 1'3" 10'8"8 =3X4 F z,3X12 o 3X4 %3X12 G @3X4 .53X3 o3X3 E 1111.5X4(") 1111.5X4(") H D T B3 �3X3 12 5 03X3 T4 v `v 01OX10 C 1�10X10 FD FD N O V t ,1, l B 1 T J i^e 94 .=H0P510B2 NH0M510 L KA=XA1Xr X53X 1111.5X4 =3X6(A1) 2,T,6 41"13 4'1"13 i 4'3"9 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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 2700f-2.2E; T2, T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.OE; B3 2x4 SP #2; Webs: 2x4 SP #2; Special Loads -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -2.11 to 55 plf at 26.12 BC: From 4 plf at -2.11 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.96 BC: From 90 plf at 7.96 to 90 plf at 16.04 BC: From 20 pif at 16.04 to 20 plf at 24.00 BC: From 4 pif at 24.00 to 4 pif at 26.12 PLB: From 40 plf at 9.72 to 40 plf at 14.28 Plating Notes (**) 2 plate(s) require special positioning. Refer to 24' 2'10"3 10, 2'10"3 I 4'1"13 7' 17' 19'10"3 24' 15'4"14 -{- 4'3"9 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 H 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.381 H 747 240 B 1399 /- /- /508 /973 /148 Snow Duration: NA HORZ(LL): 0.087 D - - J 1399 /- /- /508 /973 /- HORZ(TL): 0.138 D Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 B Brg Wid = 7.6 Min Req = 1.5 FBC 7th Ed. 2020 Res. Max TC CSI: 0.607 J Brg Wid = 7.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.518 Bearings B & J are a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.201 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 20.02.01A.1209.10 C - D 2568 -1658 F - G 601 - 381 B - C 1784 - 2586 G - H 2322 - 2666 D - E 2586 -1611 H - 1 2568 -1658 E - F 601 - 381 1-1 1784 - 2586 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - Q 2336 -1600 N - M 2350 -1613 Q - P 2350 -1614 M - L 2350 -1614 P - O 2350 -1613 L - J 2336 -1600 O-N 1913-1369 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - O 315 - 500 H - N 890 - 531 O - D 890 - 531 N - I 315 - 500 E - G 1782 - 2564 scaled plate plot details for special positioning `�1t♦� requirements. `\\PNDO Wind �\ �Q*�pENii 14P Wind loads based on MWFRS with additional C&C member design. No 70773 Wind loading based on both gable and hip roof types. W Collar -Tie braced with continuous lateral bracing STATE OF ;, W @24" OC, or rigid sheathing k/ LOR /O N AL COA#0-2 8 ��/ I 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW CGMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is Suite 305 drawing for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204816 / COMN Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T86 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03474 Truss Label: T20 SSB / DF 01/11/2022 1018"8 + 12' 10'8"8 1'X 24' 10'8"8 =T ' 3XM2 3X12 3X3 I3X4E 3X4 .53X3 1111.5X4(") 1111.SX4("") B3 H � � 3X3 12 3X3 4 5 a "v �10X10 9 1 �10X10 ro o T 6'11 D 1 B 1 �7c T J aTa9'4' A P O N B2 M L K =3X6(A1) 1111.5X4 =3X5 =3X4 1111.5X4=3X6(A7) =H0510 =H0510 24' 4'1"13 2'10"3 10, 210"3 41"13 �21"6 4'1"13 T 17' 19'10"3 24' i 479 -}- 15'4"14 -}- 479 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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 2700f-2.2E; T2, T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.OE; B3 2x4 SP #2; Webs: 2x4 SP #2; Special Loads -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -2.11 to 55 plf at 24.00 BC: From 4 plf at -2.11 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.96 BC: From 90 plf at 7.96 to 90 plf at 16.04 BC: From 20 pif at 16.04 to 20 plf at 24.00 PLB: From 40 plf at 9.72 to 40 plf at 14.28 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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): 0.244 H 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1405 /- /- /507 /979 /127 Lu: NA Cs: NA VERT(CL): 0.387 H 735 240 Snow Duration: NA HORZ(LL): 0.086 D - - J 1270 /- /- /436 /863 /- HORZ(TL): 0.138 D Creep Factor: 2.0 Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 Building Code: FBC 7th Ed. 2020 Res. Max TC CSI: 0.621 J Brg Wid = 7.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.520 Bearings B & J are a rigid surface. Rep Fac: No Max Web CSI: 0.207 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 20.02.01A.1209.10 C - D 2563 -1654 F - G 609 - 388 B - C 1796 - 2600 G - H 2391 - 2737 WAVE, HS D - E 2576 -1603 H - 1 2608 -1692 E - F 606 - 385 1 - J 1857 - 2671 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2349 -1611 M - L 2437 -1687 P - O 2363 -1625 L - K 2437 -1688 O - N 2363 -1624 K - J 2424 -1675 N - M 1930 -1384 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - N 308 - 495 H - M 918 - 555 N - D 892 - 533 M -1 378 - 578 E - G 1802 - 2588 Wind mWind embeads based on MWFRS with additional C&C \\`\��P*NDO Wind loading based on both gable and hip roof types. No 70773 Collar -Tie braced with continuous lateral bracing @24" OC, or rigid sheathing STATE OF i O.t� `.• R P \2 IONA 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,rw CGMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is Suite 305 drawing for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204807 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T65 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02524 Truss Label: T21 SSB / DF 01/11/2022 3'11"8 7'6" 12' 16'6" 20'3"2 3'11"8 3'6"8 4'6" 4,6„ 3,9"2 2'1"6 -1 7'6" 7'6" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA D Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types 20'3"2 4,6„ 12' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): =4X4 E 4,6„ 16'6" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.051 D 999 360 VERT(CL): 0.094 D 999 240 HORZ(LL): 0.014 H - - HORZ(TL): 0.026 H Creep Factor: 2.0 Max TC CSI: 0.351 Max BC CSI: 0.610 Max Web CSI: 0.289 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF F�ORt�P'� 111110 01/11/2022 3'9"2 20 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 897 /- /- /460 /534 /141 H 749 /- /- /366 /432 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 H Brg Wid = 3.5 Min Req = 1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 832 -1433 E - F 612 - 886 C - D 716 -1257 F - G 494 - 874 D - E 831 -1272 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1274 - 788 J - 1 712 - 370 K-J 712 -370 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - E 629 - 364 G - H 435 - 741 I- G 842 -444 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building it Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204804 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T80 / FROM: Qty: 3 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02782 Truss Label: T22 SSB / DF 01/11/2022 3'118 7'6" 12' 16'6" 20'32 3,11 "8 - 3'6"8 4,6" 46 3,9"2 90 v in 88 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; 7'6" 7'6" Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 20'3"2 4'6" 12' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): =4X4 D 4'6" 16'6" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.050 C 999 360 VERT(CL): 0.093 C 999 240 HORZ(LL): 0.014 G - - HORZ(TL): 0.026 G Creep Factor: 2.0 Max TC CSI: 0.280 Max BC CSI: 0.608 Max Web CSI: 0.306 EW Ver: 20.02.01A.1209.10 oW 11111 /o// Do �'��X//, No 70773 STATE OF %A/ ��'n�•• ��ORtOP'��C9?�� COA#0-2 8 Ss�ONAL �0 0 1111111� �a 01/11/2022 3'9"2 2 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 767 /- /- /372 /436 /120 G 756 /- /- /366 /438 /- Wind reactions based on MWFRS A Brg Wid = 7.6 Min Req = 1.5 G Brg Wid = 3.5 Min Req = 1.5 Bearings A & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 890 -1502 D - E 619 - 894 B - C 746 -1293 E - F 501 - 882 C - D 858 -1304 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - J 1349 - 852 1 - H 725 - 381 J - 1 725 - 381 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - D 655 - 386 F - G 440 - 747 H - F 850 -451 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building it Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204646 / HIPM Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T58 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03180 Truss Label: T23 SSB / DF 01/11/2022 as 3' 11 "4 8'37 127'10 3' 11 "4 4'4"3 4'4"3 5X8 III 1.5X4 = 4X4 19 C D E 127'10 2'1"6 4' 1 " 4'27 4'1" 8'3"7 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -2.11 to 55 plf at 3.94 TC: From 28 plf at 3.94 to 28 plf at 12.63 BC: From 4 plf at -2.11 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.97 BC: From 10 plf at 3.97 to 10 pit at 12.63 TC: 153 lb Conc. Load at 3.97 TC: 74lb Conc. Load at 6.00, 8.00,10.00,12.00 BC: 86 lb Conc. Load at 3.97 BC: 65 lb Conc. Load at 6.00, 8.00,10.00,12.00 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): 4'4"3 127'10 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.039 D 999 360 VERT(CL): 0.071 D 999 240 HORZ(LL): 0.009 C - - HORZ(TL): 0.017 C Creep Factor: 2.0 Max TC CSI: 0.349 Max BC CSI: 0.485 Max Web CSI: 0.300 EW Ver: 20.02.01A.1209.10 \\\\\%III I /////// ljoo oCENS No 70773 ; *rJ STATE OF /W //rriii0 TT o 20 CV 9,4„ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 828 /- /- /- /513 /- 1 712 /- /- /- /409 /- Wind reactions based on MWFRS B Brg Wid = 4.0 Min Req = 1.5 1 Brg Wid = 7.6 Min Req = 1.5 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 720 -1286 D - E 716 -1252 C-D 716-1253 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-H 1142 -624 H-G 1154 -617 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - E 1328 - 759 E - F 416 - 621 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par 1is drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of s I for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204661 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T67 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.02658 Truss Label: T24 SSB / DF 01/11/2022 5' 11 "4 5' 11 "4 11'6"4 12 57' 5" 5X5 C =4X7D 12 5 � _O (V g E �•a A G IF=2 4(A1) =3X4 1111 FYa 11'11"12 T (V (V W Trni 9'11"4 74 t4914" 2-1-6 62"12 6712 5'3"8 11'6"4 5" 1' 1"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.016 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.025 C 999 240 B 585 /- /- /472 /374 /193 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 IF- - E 429 /- /- /330 /352 /- EXP: B Kzt: NA Des Ld: 37.00 HORZ (TL ): 0.006 IF - Wind reactions based on MWFRS Mean Height: 30.00 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 B Brg Wid = 4.0 Min Req = 1.5 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.275 E Br Wid = 3.0 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.354 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fee: Yes Max Web CSI: 0.195 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.10 B - C 399 -640 C - D 383 -529 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Top chord: 2x4 SP #2; Chords Tens.Comp. Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; B - G 538 -389 Rt Bearing Leg: 2x6 SP #2; Purlins Maximum Web Forces Per Ply (Ibs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TIC @ 24" oc. G - D 477 - 336 D - E 735 - 743 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. \\ -N\\A'�?PNDo No 70773 STATE OF Ir Fss/O N AL �?\\�� COA#0-2 8 1///1()11111�� 01 / 11 /2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW CGMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is Suite 305 drawing for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204664 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T75 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01828 Truss Label: T25 SSB / DF 01/11/2022 M M 78 711"4 i 116"4 11' 1"12 7'11"4 3'7" 5" 21"6 82"12 8'2"12 11'11"12 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 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. C5 =4X7p 3'3"8 11'6"4 5" 1' 1"12 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.017 B 999 360 VERT(CL): 0.030 B 999 240 HORZ(LL): -0.011 B - - HORZ(TL): 0.018 B Creep Factor: 2.0 Max TC CSI: 0.574 Max BC CSI: 0.512 Max Web CSI: 0.125 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF %Al COA#0-2 8 sS,O N AL �?\\\\ �8ir) ij((\�� ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 585 /- /- /336 /331 /243 E 429 /- /- /207 /285 /- Wind reactions based on MWFRS B Brg Wid = 4.0 Min Req = 1.5 E Brg Wid = 3.0 Min Req = 1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 216 - 522 C - D 258 - 395 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - G 412 - 282 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - D 516 - 341 D - E 259 - 402 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204667 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T76 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02266 Truss Label: T26 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 2'1"6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. 62"15 52"15 11'11"12 10'1" 10'1" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): tAr i"12 5"� 911"4 i 11'6"4 4'8"4 1'7" -4Xp4 -4X7E 1'5"4 11'6 In,"12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.017 C 999 360 VERT(CL): 0.032 B 999 240 HORZ(LL): -0.006 G - - HORZ(TL): 0.016 B Creep Factor: 2.0 Max TC CSI: 0.279 Max BC CSI: 0.731 Max Web CSI: 0.188 EW Ver: 20.02.01A.1209.10 oW 11111 /o// Do �'��X//, No 70773 STATE OF %A/ ��'n�•• ��ORtOP'��C9?�� COA#0-2 8 Ss�ONAL �0 0 1111111� �a 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 585 /- /- /337 /314 /293 F 429 /- /- /216 /300 /- Wind reactions based on MWFRS B Brg Wid = 4.0 Min Req = 1.5 F Brg Wid = 3.0 Min Req = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 298 - 622 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - H 535 - 443 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H - E 509 - 250 E - F 276 - 597 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building it Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204658 / SPEC Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T74 / FROM: Qty: 6 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02071 Truss Label: T27 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 6'1"8 6.1 "8 I V6"4 5'4"12 �4X7� 12 1111.5X4 5 c V V g LL�E 9'11"4 4L 1 94. A G F �`lY1 4(A1) =3X4 3X8 `~ 2'1"6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. 11'11"12 6'3"4 6'3"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): VT 11'6"4 in,"12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.018 C 999 360 VERT(CL): 0.032 C 999 240 HORZ(LL): -0.007 D - - HORZ(TL): 0.012 D Creep Factor: 2.0 Max TC CSI: 0.303 Max BC CSI: 0.337 Max Web CSI: 0.372 EW Ver: 20.02.01A.1209.10 oW 11111 /o// Do �'��X//, No 70773 STATE OF %A/ ��'n�•• ��ORtOP'��C9?�� COA#0-2 8 Ss�ONAL �0 01111111� �a 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 585 /- /- /336 /294 /344 E 429 /- /- /227 /318 /- Wind reactions based on MWFRS B Brg Wid = 4.0 Min Req = 1.5 E Brg Wid = 3.0 Min Req = 1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 195 - 640 C - D 322 - 619 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - G 539 - 392 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - D 636 -441 D - E 623 -630 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building It Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204655 / SPEC Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T73 / FROM: Qty: 4 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00903 Truss Label: T28 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber SO OD M t T1. 2'1"6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. 7'11"12 T6"4 7'6"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 04X4 C 5" 11"12 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.016 B 999 360 VERT(CL): 0.031 B 999 240 HORZ(LL): 0.009 B - - HORZ(TL): 0.017 B Creep Factor: 2.0 Max TC CSI: 0.494 Max BC CSI: 0.484 Max Web CSI: 0.148 EW Ver: 20.02.01A.1209.10 ��PNDO •V�ti <G ; No 70773 STATE OF I co to COA#0-2 8 /ON0/11111 AI \\\��\ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 441 /- /- /263 /233 /244 D 272 /- /- /140 /205 /- Wind reactions based on MWFRS B Brg Wid = 4.0 Min Req = 1.5 D Brg Wid = 3.0 Min Req = 1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - D 874 - 803 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204652 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T64 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1353.59919 Truss Label: T29 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber �-- 2'V6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. T11"12 ' S"8 611 "4 7'6'4 1'7" =4X4 C =4X7 D T11"12 6712 6'2"12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 1'3"8 T6"4 P11"12 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.006 B 999 360 VERT(CL): 0.012 B 999 240 HORZ(LL): 0.004 B - - HORZ(TL): 0.006 B Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.269 Max Web CSI: 0.077 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF ; %Ir O'" ? c�OR1Oq'• COA#0-2 8 s/ANAL /llllllll� 01/11/2022 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 441 /- /- /263 /253 /193 E 272 /- /- /132 /187 /- Wind reactions based on MWFRS B Brg Wid = 4.0 Min Req = 1.5 E Brg Wid = 3.0 Min Req = 1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204649 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T60 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01289 Truss Label: T30 SSB / DF 01/11/2022 T 2'1 "6 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA D Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Special Loads -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -2.11 to 55 plf at 3.94 TC: From 28 plf at 3.94 to 28 plf at 7.98 BC: From 4 plf at -2.11 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.97 BC: From 10 plf at 3.97 to 10 plf at 7.52 TC: 153 lb Conc. Load at 3.97 TC: 74 lb Conc. Load at 6.00, 7.46 BC: 86 lb Conc. Load at 3.97 BC: 65 lb Conc. Load at 6.00, 7.46 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 3'11 "4 3'11 "4 4'2"12 4'2"12 7'6"4 3'7" C 5 - 4X7 D Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): 3'3"8 7'6"4 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.011 C 999 360 VERT(CL): 0.019 C 999 240 HORZ(LL): 0.003 F - - HORZ(TL): 0.005 IF Creep Factor: 2.0 Max TC CSI: 0.313 Max BC CSI: 0.244 Max Web CSI: 0.167 EW Ver: 20.02.01A.1209.10 �NQ'�p, oDa 4k No 70773 `. STATE OF PL rNAL fllllll0 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 564 /- /- /- /364 /- E 519 /- /- /- /295 /- Wind reactions based on MWFRS B Brg Wid = 4.0 Min Req = 1.5 E Brg Wid = 3.0 Min Req = 1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 367 - 655 C - D 269 - 552 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - G 563 - 300 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - D 482 - 208 D - E 531 - 639 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building it Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204679 / GABL Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T2 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1353.59851 Truss Label: T31 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 67' 67' 27' —4— 1,4„ -� =4F4 (TYP) 12'4" 67' 12 5 [--- _o 20 B J ih �19'10" A K 2X4(A1) O = 2X4(A1) k 2'1"6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 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. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S16030ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. 5X5 11'0"12 12'4" 12'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.002 B 999 360 VERT(CL): -0.002 B 999 240 HORZ(LL): 0.002 J - - HORZ(TL): 0.002 J Creep Factor: 2.0 Max TC CSI: 0.384 Max BC CSI: 0.074 Max Web CSI: 0.014 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF &U PL NAL rfllllll0 01/11/2022 11 2'1"6 ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 323 /- /- /199 /235 /110 B* 75 /- /- /34 /36 /- J 323 /- /- /218 /235 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 B Brg Wid = 132 Min Req = - J Brg Wid = 7.6 Min Req = 1.5 Bearings B, B, & J are a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, fle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204674 / SPEC Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T1 / FROM: Qty: 4 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01426 Truss Label: T32 SSB / DF 01/11/2022 67' 67' 4X4 C 12'4" 6'2" 12 5 _o 90 B D Cl) A F E 2X4(A1) 5X5 2X4(A1) 12'4" 2'1 "6 67' 67' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types 67' 12W. Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.014 F 999 360 VERT(CL): 0.025 F 999 240 HORZ(LL): 0.005 D - - HORZ(TL): 0.009 D Creep Factor: 2.0 Max TC CSI: 0.287 Max BC CSI: 0.338 Max Web CSI: 0.057 EW Ver: 20.02.01A.1209.10 oW 11111 /o// Do �'��X//, No 70773 STATE OF %A/ ��'n�•• ��ORtOP'��C9?�� COA#0-2 8 Ss�ONAL �0 0 1111111� �a 01/11/2022 2'1"6 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 586 /- /- /314 /356 /98 D 586 /- /- /314 /356 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 7.6 Min Req = 1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 347 - 638 C - D 347 - 638 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 534 -186 F - D 534 -186 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building it Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204797 / SPEC Ply: 2 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T33 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02918 Truss Label: T33 SSB / DF 01/11/2022 2 Complete Trusses Required 3'912 6'2" 8'6"4 3'9"12 2'4"4 2'4"4 5X5 D T 12 03X5 5 C iv 1 4y8 =4XB(A1) A J I H 1113XI10 =10X10 2' 1 "6 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 It NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SIP #2; Bot chord: 2x8 SIP SS Dense; Webs: 2x4 SIP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -2.11 to 55 plf at 6.17 TC: From 28 plf at 6.17 to 28 plf at 12.33 BC: From 4 plf at -2.11 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.17 BC: From 10 plf at 6.17 to 10 plf at 12.33 BC: 3358 lb Conc. Load at 6.84 BC: 1220 lb Conc. Load at 8.77,10.77 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 12'4" 3,8„ 2,6„ 2'6" 3'8" 6'2" 8'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): 12'4" 3'9"12 3 E5 0 =4X7(A1) BO FF �19'10" G 13X10 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.077 H 999 360 VERT(CL): 0.126 H 999 240 HORZ(LL): -0.015 F - - HORZ(TL): 0.025 IF Creep Factor: 2.0 Max TC CSI: 0.536 Max BC CSI: 0.402 Max Web CSI: 0.473 EW Ver: 20.02.01A.1209.10 �N,�\Q'�P,cD No 70773 Ir STATE OF %Qi i�i ,1� cLOR1Oq.'• COA#0-2 8 /S/s/ANAL /llllllll� 01/11/2022 W-11i 12'4" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL J 2521 /- /- /- /1648 /- F 4094 /- /- /- /2501 /- Wind reactions based on MWFRS J Brg Wid = 7.6 Min Req = 1.5 F Brg Wid = 7.6 Min Req = 2.1 Bearings J & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1694 - 2642 D - E 1838 - 2843 C - D 1846 -2852 E - F 2517 -4008 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 2424 -1550 H - G 3634 - 2283 I - H 2439 -1562 G - F 3697 - 2319 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - H 2O95 -1339 E - G 1046 - 600 H-E 688 -1181 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204685 / GABL Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T8 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01339 Truss Label: T34 SSB / DF 01/11/2022 7,9„ 7,9„ 2'5" --+ 1,4" - { (TYP) =4X4 G 15'6" TV' 12 5 rn "v B L �19'10" A M 2X4(A1) =5X5=2X4(A1) Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 2'1"6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 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. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S16030ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. 15'6" 166" 15'6" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.002 B 999 360 VERT(CL): -0.002 B 999 240 HORZ(LL): -0.001 B - - HORZ(TL): 0.002 B Creep Factor: 2.0 Max TC CSI: 0.384 Max BC CSI: 0.078 Max Web CSI: 0.018 EW Ver: 20.02.01A.1209.10 6PNDO •V�ti /��i <G ; No 70773 * of STATE OF AL 4OR co �irrr 01/11/2022 2'1"6 --{ ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL L* 118 /- /- /41 /63 /8 Wind reactions based on MWFRS L Brg Wid = 186 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, fle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204682 / COMN Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T10 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01079 Truss Label: T35 SSB / DF 01/11/2022 7,9„ 7,9„ 5X5 C 15'6" 7,9„ 12 5 � rn "v B D 19'10" A F E = 9X4(A 1 l = 5X5 = 9X4(A1) t__0_ 15'6" 2'1 „6 7,9„ 7,9„ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fee: Yes Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types 7,9„ 15'6" Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.021 F 999 360 VERT(CL): 0.037 F 999 240 HORZ(LL): 0.009 D - - HORZ(TL): 0.016 D Creep Factor: 2.0 Max TC CSI: 0.501 Max BC CSI: 0.544 Max Web CSI: 0.075 EW Ver: 20.02.01A.1209.10 61 PNDO •V�ti /��i <G ; No 70773 * Jr STATE OF ,Ul co COA#0-2 8 10NAI �?��\ 0/(ri»1\ 01/11/2022 2'1"6 --{ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 705 /- /- /366 /425 /112 D 705 /- /- /366 /425 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 7.6 Min Req = 1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 477 - 860 C - D 477 - 860 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 727 - 286 F - D 727 - 286 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204823 / COMN Ply: 2 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T35 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00785 Truss Label: T36 SSB / DF 01/11/2022 2 Complete Trusses Required 4'5"2 7'9" 11'0"14 4'5"2 3-3"14 3'3"14 4'3"6 436 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: B Kzt: NA Mean Height: 30.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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: 2x6 SP 2400f-2.OE; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 15.50 BC: From 10 plf at 0.00 to 10 plf at 15.50 BC: 1216 lb Conc. Load at 0.77, 2.77, 4.77, 6.77 8.77 BC: 1209 lb Conc. Load at 10.77,12.77 BC: 1221 lb Conc. Load at 14.77 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 3'5"10 7,9„ Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): 5X8 C 15'6" 3'5"10 11'2"10 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.115 G 999 360 VERT(CL): 0.211 G 866 240 HORZ(LL): 0.026 E - - HORZ(TL): 0.047 E Creep Factor: 2.0 Max TC CSI: 0.590 Max BC CSI: 0.501 Max Web CSI: 0.561 EW Ver: 20.02.01A.1209.10 <G ; No 70773 STATE OF i OLOR .t� `.• R P \2 COA#0-2 8 sSIO N A801111 L 01/11/2022 15'6" 4'5"2 4'3"6 15'6" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL 1 5353 /- /- /- /3006 /- E 5377 /- /- /- /3038 /- Wind reactions based on MWFRS I Brg Wid = 7.6 Min Req = 2.2 E Brg Wid = 7.6 Min Req = 2.2 Bearings I & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 2686 -4765 C - D 1921 -3403 B - C 1921 -3403 D - E 2688 -4758 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - H 4387 - 2466 G - F 4327 - 2440 H - G 4333 - 2438 F - E 4380 - 2468 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H - B 1076 - 565 G - D 771 -1357 B - G 769 -1365 D - F 1070 - 567 C - G 2485 -1363 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 212140 GABL Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T11 FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1415.43247 Truss Label: T37 SSB / FV 01/11/2022 T 48 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 4'4" 4'4" 1,8„ __�_(TYP--� -4E4 8,8„ 4'4" 12 5 T � 00 B H _ fV 19,10" A I - 2X4(A1) - 2X4(A1) 8" 2'1 "6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 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. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S16030ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. 7'4"6 8'8" 8'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.002 B 999 360 VERT(CL): -0.002 H 999 240 HORZ(LL): 0.002 B - - HORZ(TL): 0.002 B Creep Factor: 2.0 Max TC CSI: 0.384 Max BC CSI: 0.087 Max Web CSI: 0.020 EW Ver: 20.02.01A.1209.10 \,QPNDO •V�ti /��i <G ; No 70773 STATE OF COA#0-2 8 10NAt. �?\X 2'1"6 ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 323 /- /- /211 /339 /93 B* 61 /- /- /34 /26 /- H 323 /- /- /227 /339 /- Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 B Brg Wid = 88.4 Min Req = - H Brg Wid = 7.6 Min Req = 1.5 Bearings B, B, & H are a rigid surface. Members not listed have forces less than 375# 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, fle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 212143 COMN Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T13 FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1415.44490 Truss Label: T38 SSB / FV 01/11/2022 CM N N 8 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 4'4" 4'4" 4X4 C 8,8,E 4'4" 12 5 T � 00 B D _ CV 19'10" A IF E 2X4(A1) III 1.5X4 2X4(A1) 2'1"6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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. Wind loading based on both gable and hip roof types. 8,8„ 4'4" 4'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 4'4" 8'8" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 F 999 360 VERT(CL): 0.012 F 999 240 HORZ(LL): 0.003 D - - HORZ(TL): 0.005 D Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.159 Max Web CSI: 0.037 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF ; %Jr O', ? c�OR1Oq'• COA#0-2 8 s/ANAL /llllllll� 01/11/2022 2'1"6 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 448 /- /- /257 /276 /83 D 448 /- /- /257 /276 /- Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid = 7.6 Min Req = 1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 212146 COMN Ply: 2 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T69 FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1416.28850 Truss Label: T39 SSB / FV 01/11/2022 2 Complete Trusses Required T 4' 4' 12 =4XX4 5 F_— 8,4" 4'4" X4A (A1) � C_ (V �s 19'10" E D 1113X8 = 3X4(A1) 4' 4' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: B Kzt: NA Mean Height: 30.00 It NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 10.45 BC: From 10 plf at 0.00 to 10 plf at 5.77 BC: From 20 plf at 5.77 to 20 plf at 8.33 BC: From 4 plf at 8.33 to 4 plf at 10.45 BC: 1208 lb Conc. Load at 1.77, 3.77 BC: 1191 lb Conc. Load at 5.77 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 8'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): 4'4" 2'1„6 8,4„ Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.025 E 999 360 VERT(CL): 0.046 E 999 240 HORZ(LL): 0.006 C - - HORZ(TL): 0.011 C Creep Factor: 2.0 Max TC CSI: 0.301 Max BC CSI: 0.695 Max Web CSI: 0.272 EW Ver: 20.02.01A.1209.10 No 70773 `. Ir STATE OF ; %A COA#0-2 8 INAL /llllllll� 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 2243 /- /- /- /1280 /- C 2055 /- /- /- /1224 /- Wind reactions based on MWFRS A Brg Wid = 4.0 Min Req = 1.5 C Brg Wid = 7.6 Min Req = 1.5 Bearings A & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 990 -1738 B - C 989 -1734 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 1590 - 900 E - C 1590 - 900 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 1206 - 645 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building it Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204704 / GABL Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T66 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03015 Truss Label: T40 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; M1,M5 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 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. End verticals exposed to wind pressure. Deflection meets L/360. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S16030ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. 5" 3'0"5 5'7"2 6'0" "10 5" 2'6"13 2'6"13 5 1'8"5 1'5"9 —{ 14=� 12 (TYP) D =3X4 =3X4 i 6'0"10 1'6"9 2'11"8 1'6"9 2'1"14 1'6"9 4,611 6'0"10 2'1"14 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 F 999 360 VERT(CL): 0.001 D 999 240 HORZ(LL): -0.001 B - - HORZ(TL): 0.002 B Creep Factor: 2.0 Max TC CSI: 0.613 Max BC CSI: 0.036 Max Web CSI: 0.092 EW Ver: 20.02.01A.1209.10 <G ; No 70773 STATE OFLOR i O.t� `.• R P \2 COA#0-2 8 IO N AL 01/11/2022 _(�,19,101, ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL L* 160 /- /- /45 /153 /3E Wind reactions based on MWFRS L Brg Wid = 72.6 Min Req = - Bearing L is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, fle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204700 / COMN Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T5 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02880 Truss Label: T41 SSB / DF 01/11/2022 3'0"5 3'0"5 =4X4 12 C 6'0"10 2'1"14 -}- 3'0"5 3'0"5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fee: Yes Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W 1,W 5 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/360. Wind loading based on both gable and hip roof types 6'0"10 3'0"5 3'0"5 6'0"10 + 2'1"14 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(CL): 0.002 C 999 240 HORZ(LL): -0.001 D - - HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.284 Max BC CSI: 0.072 Max Web CSI: 0.052 EW Ver: 20.02.01A.1209.10 \\ -N\\A'�?PNDo No 70773 STATE OF Ir Fss/O N AL �?\\�� COA#0-2 8 1///11)11111�� 01 / 11 /2022 —AV19,101, ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL H 352 /- /- /168 /221 /209 F 352 /- /- /168 /221 /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 F Brg Wid = 3.5 Min Req = 1.5 Bearings H & F are a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204769 / COMN Ply: 2 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T3 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03111 Truss Label: T42 SSB / DF 01/11/2022 2 Complete Trusses Required N T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: B Kzt: NA Mean Height: 30.00 It NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; W 1,W 5 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -2.16 to 55 plf at 8.21 BC: From 4 plf at -2.16 to 4 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 6.05 BC: From 4 plf at 6.05 to 4 plf at 8.21 BC: 1203 lb Conc. Load at 1.56, 3.56, 5.56 Wind Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure. Deflection meets L/360. Wind loading based on both gable and hip roof types. 3'0"5 3'0"5 =4X4 12 C i- V0"10 2-1.14 1 3'0"5 3'0"5 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): 6'0"10 3'0"5 T0.5 2-1.14 6'0"10 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.005 G 999 360 VERT(CL): 0.010 G 999 240 HORZ(LL): 0.001 B - - HORZ(TL): 0.001 B Creep Factor: 2.0 Max TC CSI: 0.163 Max BC CSI: 0.318 Max Web CSI: 0.141 EW Ver: 20.02.01A.1209.10 <G ; No 70773 STATE OF i O.t� `.• R P �\2 IONAL //II1111\1\ �19'10" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL H 1807 /- /- /- /1068 /- F 2447 /- /- /- /1418 /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 F Brg Wid = 3.5 Min Req = 1.5 Bearings H & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 335 - 596 C - D 335 - 596 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - H 422 - 687 G - D 621 - 343 B - G 623 - 344 D - F 421 - 686 C - G 394 -192 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204697 / GABL Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T45 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00336 Truss Label: T43 SSB / DF 01/11/2022 I rn 0 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; M 2-1"6 (TYP) i- Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 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. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S16030ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. 8,5„ 8,5„ =4X4 H 16'10" 16'10" 16'10" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): 16'10" 8'5" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 N 999 360 VERT(CL): -0.002 B 999 240 HORZ(LL): 0.003 N - - HORZ(TL): 0.003 N Creep Factor: 2.0 Max TC CSI: 0.384 Max BC CSI: 0.071 Max Web CSI: 0.020 EW Ver: 20.02.01A.1209.10 `\�\\ �PpDO Vj�,/i�i 4. No 70773 STATE OF i O.t� `.• R P \2 COA#0-2 8 ///sSIO N AL 2'1 "6 ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 340 /- /- /202 /214 /132 N* 102 /- /- /38 /51 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 N Brg Wid = 194 Min Req = - Bearings B & B are a rigid surface. Members not listed have forces less than 375# 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, fle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204694 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T4 / FROM: Qty: 3 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03225 Truss Label: T44 SSB / DF 01/11/2022 4'5"14 'i' 8'5" "i 12'4"2 4'5"14 3'11 "2 3'11 "2 2' 1 "6 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 4X4 D 16'10" 8'5" 8'5" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): 8'5" 16'10" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.037 H 999 360 VERT(CL): 0.066 H 999 240 HORZ(LL): -0.014 F - - HORZ(TL): 0.025 IF Creep Factor: 2.0 Max TC CSI: 0.308 Max BC CSI: 0.613 Max Web CSI: 0.098 EW Ver: 20.02.01A.1209.10 61 PNDO •V�ti /��i <G ; No 70773 * Jr STATE OF ,Ul co COA#0-2 8 10NAI �?��\ 0/(ri»1\ 01/11/2022 16'10" 4'5"14 2'1"6 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 755 /- /- /388 /454 /117 F 755 /- /- /388 /454 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 F Brg Wid = 4.0 Min Req = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 647 -1072 D - E 482 - 824 C - D 482 - 824 E - F 647 -1072 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 946 - 477 H - F 946 - 477 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D - H 435 -150 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204789 / HIPS Ply: 2 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T49 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01067 Page 1 of 2 Truss Label: T45 SSB / DF 01/11/2022 2 Complete Trusses Required 11 5'4"4 6'81 13'4"6 197' 4'11'A + 1'4"� 67'14 1 6'2"10 12 5 F--- 4X8 = 3X4 =3X10 .5X5 C D T3 269"10 32'1 "8 62"10 6'314 =5X5 =4X4 =5X8 E F GH P O N M B2 L K F1IJ 1112X6 =4X8 =3X4 =5X6 =3X10 =7X6 1112X6 32'5"8 5'04 1'8"4 _ 6'4"6 6'6"2 5'0"4 8 13'0"14 197" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.25 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. 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 28 plf at 0.00 to 28 plf at 32.50 BC: From 10 plf at 0.00 to 10 pit at 32.46 TC: 104 lb Conc. Load at 0.39, 2.39, 4.39 TC: 165 lb Conc. Load at 6.39 TC: 154lb Conc. Load at 8.39,10.39,12.39,14.39 16.39,18.39, 20.39, 22.39, 24.39, 26.39, 28.39, 30.39 32.39 BC: 244 lb Conc. Load at 0.39, 2.39, 4.39 BC: 412 lb Conc. Load at 6.39 BC: 119 lb Conc. Load at 8.39,10.39,12.39,14.39 16.39,18.39, 20.39, 22.39, 24.39, 26.39, 28.39, 30.39 32.39 Hangers / Ties (J) Hanger Support Required, by others 6'6"2 6'210 26'1"2 32'3"12 32'6" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.348 D 999 360 Loc R+ / R- / Rh / Rw / U / RL P 3358 /- /- /- /2312 /- Lu: NA Cs: NA VERT(CL): 0.583 D 667 240 Snow Duration: NA HORZ(LL): -0.073 A - - J 3029 /- /- /- /1818 /- HORZ(TL): 0.120 A Creep Factor: 2.0 Wind reactions based on MWFRS P Brg Wid = - Min Req = - Building Code: FBC 7th Ed. 2020 Res. Max TC CSI: 0.880 J Brg Wid = 3.5 TPI Std: 2014 Max BC CSI: 0.939 Bearing J is a rigid surface. Rep Fac: No Max Web CSI: 0.742 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 20.02.01A.1209.10 A - B 2057 -3014 D - E 2474 -4045 B - C 2158 -3263 E - F 2474 -4045 C - D 2611 - 4161 F - G 1614 - 2680 WAVE Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure. Deflection meets L/360. Wind loading based on both gable and hip roof types. No 70773 STATE OF ; G % �tORk tr \� COA#0-2 8 ////01111 01/11/2022 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. O - N 3154 - 2133 M - L 4190 - 2640 N - M 3024 - 2021 L - K 2778 -1690 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - P 968 -1486 L - F 1397 - 865 A - O 3285 - 2242 F - K 755 - 966 O - B 604 -1123 K - G 2916 -1755 C - N 470 - 324 G - J 916 -1389 C - M 1248 - 647 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par 1is drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of s 1 for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINEAN ITW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204789 / HIPS Ply: 2 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T49 / FROM: Cty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.01067 Page 2 of 2 Truss Label: T45 SSB / DF 01/11/2022 Deflection Max JT VERT DEFL: LL: -0.34" DL: 0.27". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. 00 No 70773 STATE OF ; j0A FLORtOP', G jFS,- \ \� SRO N AL \\\ COA#0-2 8 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_gComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s r'ucture is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE N iTW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204785 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T44 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01692 Truss Label: T46 SSB / DF 01/11/2022 3'6" 8'8"8 13'11"3 18'8"9 23'9"8 24i6" 28'4" 32'2 3�'6" 3'6" 5'2"8 5'2"11 4'9"7 5'0"15 8" 3'10" 3'10" 4 12 == 4X8 =3X4 III 5X5 5 C D E F 1111.5X4 =4X5 G H IJ -5X5 A B co in f-I 3 z 1 _19'10" S R Q P O N M KL 1.5X6 =3X4 =5X5 =5X8 =3X4 =5X8 1111.5X6 32'5"8 3'2"8 5'6" 4'11' 60"15 3'2"8 8'8"8 13'7"11 18'8"9 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: B Kzt: NA Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.25 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 4X7 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.19" DL: 0.17". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 5'0"15 3'11"12 23'9"8 28'4" 32'3"12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.192 D 999 360 VERT(CL): 0.360 D 999 240 HORZ(LL): 0.051 L - - HORZ(TL): 0.096 L Creep Factor: 2.0 Max TC CSI: 0.424 Max BC CSI: 0.662 Max Web CSI: 0.572 EW Ver: 20.02.01A.1209.10 `\4. �\\ �PpDO Vj�,/i�i <G ; No 70773 STATE OF i O.t� `.• R P �\2 IONA 6" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL S 1220 /- /- /593 /662 /108 L 1222 /- /- /574 /682 /- Wind reactions based on MWFRS S Brg Wid = - Min Req = - L Brg Wid = 3.5 Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 1239 - 2298 E - F 1504 - 2641 B - C 1293 - 2373 F - G 1265 - 2267 C - D 1501 - 2622 G - H 737 -1318 D - E 1504 - 2641 H - 1 737 -1318 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R - Q 2494 -1470 O - N 2120 -1184 Q - P 2144 -1236 N - M 2152 -1206 P - O 2643 -1503 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - S 659 -1181 O - F 644 - 376 A - R 2535 -1366 G - M 628 -1116 R - B 660 -1048 M - 1 1704 - 953 C - P 597 - 312 1 - L 692 -1184 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oyherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracing installed per BCSI sections B3, B7 or B10, aid AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s r'ucture is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204781 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T42 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.00702 Truss Label: T47 SSB / DF 01/11/2022 6'3" 4'9" 10'8"8 . ! 16'3" 4'5"8 5'6"8 21'9"8 266" 32'2" 4.8"8 5'8" 5X8 12 5F----_ 1111.5X4 = 5X8 D E F ��\ '- 3 T _5G —4X7 C4 I 5X5z v =3X8 °D A B o R Q P O N M L X =3X8 -3X4 =3X4 =5X8 -3X4 —4X7 1111.5X6 1111.5X6 32'5"8 5'11"8 4'9" 5'6"8 5'6"8 5' 5'6"4 f• 5'11"8 108 16'3" 21'9"8 26'9"8 32'3"12 32 6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.174 E 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.326 E 999 240 R 1220 /- /- /594 /662 /108 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.049 K - - K 1222 /- /- /578 /676 /- Des Ld: 37.00 EXP: B Kzt: NA HORZ (TL ): 0.092 K - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 30.00 ft Building Code: Creep Factor: 2.0 R Brg Wid = - Min Req = - Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.706 K Br Wid = 3.5 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.686 Bearing K is a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.25 ft Rep Fee: Yes Max Web CSI: 0.881 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.10 A- B 1028 -1928 E - F 1329 -2220 B - C 1411 - 2599 F - G 1222 - 2169 Lumber C - D 1240 - 2170 G - H 1238 - 2248 Top chord: 2x4 SP #2; D - E 1329 -2220 Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Hangers / Ties Chords Tens.Comp. Chords Tens. Comp. (J) Hanger Support Required, by others Q - P 2397 -1419 N - M 1955 -1063 P - O 2352 -1357 M - L 2350 -1308 Purlins O - N 1957 -1077 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C A - R 615 -1159 M - G 279 -451 member design. A - Q 2220 -1184 G - L 619 - 917 End verticals not exposed to wind pressure. Q - B 739 -1223 L - H 2446 -1347 C - O 325 -457 H - K 690 -1167 W Ind loading based on both gable and hip roof types. Deflection Ddetail DEFLCAMB 0114 for camber recommendations. Provide for adequate drainage of roof. \�� .��cENa�c•. �S i�i No 70773 `. STATE OF &U NAL �f 01II I1� 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional encLlneering responsibility solely -for the design shown. The suitability and use of g is Suite 305 drawing for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204777 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T37 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.02770 Truss Label: T48 SSB / DF 01/11/2022 6'9"6 12'8"8 19'9"8 25'8"10 28'6" 32'2" 5'112 TV 5'11"2 2'9"6 3'8" =5X5 12 =5X8 D E �3 5 X4 �3 C (a) F 90 =5XC5 =4XH I in 0 B o V a^a^a A �19'10" =4X4(A1) III1.5X4 =5X8 =5X5 =3 4 =4X7 1111.5X6 32'5"8 �- 2'1"6 6'710 6'2"10 6'11"4 6'2"10 29"6 3'6"4 6'710 12'104 19'9"8 26'0"2 28'9"8 37312 H2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 N 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.288 N 999 240 B 1352 /- /- /691 1756 /153 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.054 K - - K 1212 /- /- /580 /664 /- Des Ld: 37.00 EXP: B Kzt: NA HORZ (TL ): 0.100 K - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 30.00 ft Building Code: Creep Factor: 2.0 B Brg Wid = 7.6 Min Req = 1.6 Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.544 K Br Wid = 3.5 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.683 Bearings B & K are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.25 ft Rep Fee: Yes Max Web CSI: 0.552 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.10 B - C 1336 -2482 E - F 1141 -1986 C - D 1136 -1967 F - G 1376 - 2489 Lumber D - E 1114 -1770 G - H 1212 - 2224 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B - P 2224 -1233 N - M 2270 -1247 (a) 1x4 "T" reinforcement. 80% length of web P - O 2221 -1235 M - L 2395 -1315 member. Same species & grade or better, attached O - N 1779 - 911 with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins C - O 366 - 509 G - L 620 -1035 In lieu of structural panels use purlins to brace all flat D - O 437 -112 L - H 2447 -1333 TC @ 24" oc. E - N 446 -106 H - K 669 -1165 W d N - F 373 -544 m Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. \�\�\(�Q��GENdF•�'9�/�ji (C No 70773 ` STATE OF -0'n�,• ��ORt,DV- Ss�ONAL COA#0-2 8 111111111� 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless noted oyherwise, top chord shall have attached structural sheathing and bottom chord shall have a per proper) properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracing installed per BCSI sections B3, B7 or B10, Apply face truss Details, Refer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracin trusses. A this drawin AN,TW CGMPANY conformance with or shipping,, and of seal on or cover page listing this drawin indicates acceptance of professional encLlneering responsibility solely -for the design shown. The suitability and use of g is Iucture -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204773 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T40 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00731 Truss Label: T49 SSB / DF 01/11/2022 7'8"15 _ _ 14'8"8 _ _ 17'9"8 _ _ 248"10 7'8"15 6'11"9 3.1" 6'11"2 f-2,1"6 I T'77"1"100 7 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.25 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. =5X5 =5X8 D E 32'5"8 77' 0 2'11"4 7710 14'10"4 17'9"8 25'0"2 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.153 N 999 360 VERT(CL): 0.283 N 999 240 HORZ(LL): 0.058 K - - HORZ(TL): 0.108 K Creep Factor: 2.0 Max TC CSI: 0.607 Max BC CSI: 0.708 Max Web CSI: 0.785 EW Ver: 20.02.01A.1209.10 \\ -N Al No 70773 STATE OF Ir Fss/O N AL �?\\�� COA#0-2 8 1///1()11111�� 01 / 11 /2022 32'6" 48 30'6" + 32'1 5'9"6 1'7" L �19'10" TY10 32712 4 2"', ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1352 /- /- /678 1756 /162 K 1212 /- /- /584 /660 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.6 K Brg Wid = 3.5 Min Req = 1.5 Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1324 - 2456 E - F 1058 -1798 C - D 1053 -1788 F - G 1359 - 2487 D - E 1042 -1586 G - H 1115 - 2059 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2196 -1164 N - M 2240 -1193 P-0 2192 -1165 M-L 2411 -1331 O - N 1586 - 740 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - O 475 - 678 G - L 709 -1154 D - O 409 -170 L - H 2337 -1265 E-N 415 -171 H-K 633 -1169 N - F 501 - 723 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204757 / COMN Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T32 / FROM: Qty: 4 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02363 Truss Label: T50 SSB / DF 01/11/2022 5'9"7 10'Z'14 _i_ 16'3" 5'9"7 5'2"6 5'3"2 =5X5 E 32'6" 21'6"2 26'8"8 32V' 5'3"2 T 5'2"6 5'9"7 2'V6 84"14 7'10"2 i 7'10"2 84"14 2'1"6 8'4"14 16'3" 24'1"2 32'6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.25 ft Rep Fee: Yes Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.159 K 999 360 VERT(CL): 0.292 K 999 240 HORZ(LL): 0.058 H - - HORZ(TL): 0.107 H Creep Factor: 2.0 Max TC CSI: 0.504 Max BC CSI: 0.753 Max Web CSI: 0.483 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF %Al COA#0-2 8 sS,O N AL �?\\\\ �8ir) ij((\�� ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1344 /- /- /667 1750 /193 H 1344 /- /- /667 /750 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.6 H Brg Wid = 4.0 Min Req = 1.6 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1367 - 2474 E - F 994 -1613 C - D 1264 - 2255 F - G 1264 - 2255 D - E 994 -1613 G - H 1367 - 2474 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 2224 -1130 K - J 1859 - 855 L - K 1859 - 855 J - H 2224 -1130 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - D 426 -131 K - F 421 - 563 D - K 421 - 563 F - J 426 -131 E - K 911 - 505 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204766 / COMN Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T41 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03406 Truss Label: T50A SSB / DF 01/11/2022 5'9"7 5'9"7 �- 2,1"6 8'4"14 8'4"14 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.25 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 10'11"14 16'3" 57"6 5'3"2 7'10"2 16'3" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): 5X5 E 32'6" 21'6"2 26'8"8 32'6" 5'3"2 T 5'2"6 5'9"7 T10"2 24'1"2 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.157 J 999 360 VERT(CL): 0.291 J 999 240 HORZ(LL): 0.058 H - - HORZ(TL): 0.107 H Creep Factor: 2.0 Max TC CSI: 0.508 Max BC CSI: 0.768 Max Web CSI: 0.496 EW Ver: 20.02.01A.1209.10 oW 11111 /o// Do �'��X//, No 70773 STATE OF %A/ ��'n�•• ��ORtOP'��C9?�� COA#0-2 8 Ss�ONAL �0 01111111� �a 8'4"14 32'6" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1348 /- /- /666 1753 /172 H 1217 /- /- /591 /660 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.6 H Brg Wid = 4.0 Min Req = 1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1375 - 2485 E - F 1002 -1623 C - D 1272 - 2267 F - G 1296 - 2297 D - E 1002 -1624 G - H 1408 - 2526 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 2234 -1181 J - 1 1880 - 915 K - J 1869 - 906 1 - H 2279 -1217 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - D 426 -131 J - F 433 - 578 D - J 421 - 563 F - I 436 -156 E - J 917 - 510 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204760 / COMN Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T6 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00088 Truss Label: T50B SSB / DF 01/11/2022 5'9"7 5'9"7 =4. 8'4"14 8'4"14 10'11"14 + 16'3" 5'2"6 5'3"2 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 It NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.25 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 5X5 D 32'6" T10"2 16'3" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 21'6"2 26'8"8 32'6" 5'3"2 5'2"6 5'9"7 T10"2 24-1"2 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.157 J 999 360 VERT(CL): 0.291 J 999 240 HORZ(LL): 0.058 G - - HORZ(TL): 0.107 G Creep Factor: 2.0 Max TC CSI: 0.507 Max BC CSI: 0.775 Max Web CSI: 0.498 EW Ver: 20.02.01A.1209.10 oW 11111 /o// Do �'��X//, No 70773 STATE OF %A/ ��'n�•• ��ORtOP'��C9?�� COA#0-2 8 Ss�ONAL �0 01111111� �a 84"14 2'1"6- 32'6" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 1216 /- /- /591 /659 /172 G 1349 /- /- /667 /754 /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - G Brg Wid=4.0 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 1414 - 2536 D - E 1003 -1626 B - C 1301 - 2304 E - F 1274 - 2268 C - D 1003 -1625 F - G 1377 - 2487 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - K 2289 -1180 J - 1 1871 - 864 K - J 1884 - 874 I - G 2236 -1140 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - C 440 -159 J - E 421 - 563 C - J 434 - 580 E - I 426 -132 D-J 919 -511 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204763 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T38 / FROM: Qty: 3 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01773 Truss Label: T51 SSB / DF 01/11/2022 5'9"7 5'9"7 1 "1"14 16'3" 5'2"6 5'3"2 5X5 E 32'2" 21'6"2 i 26'8"8 32'2" 5'3"2 5'2"6 657 �- 2'1"6 8'4"14 T10"2 T10"2 8'4"14 163" 24'1"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.163 J 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.303 J 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.065 H - - Des Ld: 37.00 EXP: B Kzt: NA HORZ (TL ): 0.121 H Building Code: NCBCLL: 10.00 Mean Height: 30.00 ft Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.623 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.896 Spacing: 24.0 " C&C Dist a: 3.22 ft Rep Fac: Yes Max Web CSI: 0.483 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.01A.1209.10 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types ��PNDO •V�ti <G ; No 70773 STATE OF I co to COA#0-2 8 /ON0/11111 AI \\\��\ 8'0"14 32'2" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1337 /- /- /661 1753 /169 H 1203 /- /- /585 /657 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.6 H Brg Wid= - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1369 - 2457 E - F 994 -1597 C - D 1266 - 2238 F - G 1247 - 2191 D - E 994 -1597 G - H 1347 - 2396 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 2209 -1183 J - 1 1826 - 900 K - J 1844 - 907 1 - H 2143 -1161 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - D 425 -131 J - F 414 - 539 D - J 424 - 563 F - I 377 -113 E - J 900 - 504 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204754 / HIPS Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T34 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00998 Truss Label: T52 SSB / DF 01/11/2022 =4. 7'8"2 14'6" 18' 24'9"14 7'8"2 6.9"15 3'5"15 6'9"15 7'6"6 7'6"6 =5X8 =5X5 C D 32'6" 7'8"2 III 1.0- -0- -,AB III I.0A Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.25 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 32'6" 1 477,6"6 I 2'1 "6 0 32'6"146"4 4'1"10 — Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.150 J 999 360 Loc R+ / R- / Rh / Rw / U / RL A 1216 /- /- /589 /661 /156 Lu: NA Cs: NA VERT(CL): 0.278 J 999 240 Snow Duration: NA HORZ(LL): 0.059 F - - F 1349 /- /- /677 /755 /- HORZ(TL): 0.110 F Creep Factor: 2.0 Wind reactions based on MWFRS A Brg Wid = - Min Req = - Building Code: FBC 7th Ed. 2020 Res. Max TICCSI: 0.641 F Brg Wid = 4.0 TPI Std: 2014 Max BC CSI: 0.688 Bearing F is a rigid surface. Rep Fac: Yes Max Web CSI: 0.746 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 20.02.01A.1209.10 A - B 1358 -2494 D - E 1059 -1796 B - C 1065 -1807 E - F 1326 - 2454 WAVE C - D 1047 -1595 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - K 2238 -1109 1 - H 2191 -1078 K - J 2233 -1111 H - F 2195 -1076 J-1 1593 -656 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - J 502 - 708 1 - D 409 -163 C - J 412 -173 1 - E 469 - 667 No 70773 STATE OF ; %Jr O'" ? c�OR1Oq'• COA#0-2 8 s/ANAL /llllllll� 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of TIN Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE AN ITW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204750 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T36 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02032 Truss Label: T53 SSB / DF 01/11/2022 =4: 7'0"6 7'0"6 6'10"10 6'101,10 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.25 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 13'2"8 1 13'11" 20' 6'2"2 8" 6'1" 5X5 =5X5 _5X5 C n F 32'6" 6'3"14 + 6'7"12 13'2"8 19'10"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 25'9"14 5'9"15 6'1 "7 25'11"10 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.164 D 999 360 VERT(CL): 0.304 D 999 240 HORZ(LL): 0.060 G - - HORZ(TL): 0.111 G Creep Factor: 2.0 Max TC CSI: 0.544 Max BC CSI: 0.687 Max Web CSI: 0.500 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF F�ORt�P'� 111110 01/11/2022 32'6" 6'8"2 32'6" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 1216 /- /- /588 /659 /145 G 1349 /- /- /682 /755 /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - G Brg Wid=4.0 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 1369 - 2516 D - E 1118 -1776 B-C 11 18 -1928 E-F 1142 -1973 C - D 1141 -1821 F - G 1340 - 2478 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - L 2261 -1127 J - 1 2219 -1100 L - K 2257 -1129 I - G 2222 -1098 K - J 1815 - 800 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - K 436 - 598 J - E 439 -130 C - K 1121 - 623 J - F 363 - 501 K - D 492 - 738 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204746 / SPEC Ply: 1 FROM: Qty: 1 To"6 7'0"6 T 12 5 � 3X4 rn B 0 in 1 48 A =4X4(A1) M 1111.5X4 Job Number: 21-0845 /GROZA BUILDERS, INC. / /ROE RESIDENCE Truss Label: T54 13'2"8 15'11" 22' 26'9"14 32'6" 6,2"2 2,8"8 6'1" 4,9"15 5'8"2 5X5 C J__ =5X8 E a 3X4 F 6'1010 + 6'3"14 6'1010 132"8 L K =3X8 =5X5 32'6" '3' + 59"8 162"8 22, =3X4 1111.S714 4'11"11 + 5'6"6 26" 1"10 32'6" Cust: R761 JWAXW610013 T28 / Dnallo: 011.22.1354.00096 SSB / DF 01/11/2022 G 2'1"6- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.179 D 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.332 D 999 240 A 1216 /- /- /588 /659 /145 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.061 G - - G 1349 /- /- /680 /755 /- Des Ld: 37.00 EXP: B Kzt: NA HORZ (TL ): 0.113 G - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 30.00 ft Building Code: Creep Factor: 2.0 A Brg Wid = - Min Req = - Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.552 G Br Wid = 4.0 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.805 Bearing G is a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.25 ft Rep Fee: Yes Max Web CSI: 0.514 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.01A.1209.10 A- B 1369 -2520 D - E 1316 -2187 Lumber B - C 1117 -1920 E - F 1223 - 2144 C - D 1145 -1872 F - G 1347 - 2493 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Hangers / Ties A - M 2265 -1128 K - J 1937 - 889 (J) Hanger Support Required, by others M - L 2261 -1130 J - 1 2238 -1117 L - K 2195 -1031 I - G 2240 -1115 Purlins In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply (Ibs) TC @ 24" oc. Webs Tens.Comp. Webs Tens. Comp. Wind B -L 441 -615 L-D 575 -941 Wind loads based on MWFRS with additional C&C C - L 1174 -650 member design. Wind loading based on both gable and hip roof types oW11111/o/ No 70773 STATE OF %A/ ��'n�•• ��ORtOP'�C9?�� COA#0-2 8 Ss�ONAL �0 0 1111111� �a 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless noted otherwise, top chord shall have attached structural sheathing and bottom chord shall have a per proper) properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, Apply face truss Details, Refer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracin trusses. A this drawin AN,TW CGMPANY conformance with or shipping,, and of seal on or cover page listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is Iucture -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 212137 SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T30 FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1415.46023 Truss Label: T55 SSB / FV 01/11/2022 =4 7'0"6 7'0"6 13'2"8 17'11" 6'2"2 4'8"8 =5X5 C 24' 2T11"10 3Z6" 6'1" 3'11"11 4'6"6 5 12 =5X5 =4X8 D E 3X4 B T 1.5X4 F A G ro T19'10" X4(A1) =5X5 =3X8 =5X5 =3X4 =4X4(A1) 32'6" 6'10"10 6'3"14 5' 5'9"8 8'6" r 6'10"10 13'2"8 18'2"8 24' 32'6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.25 ft Rep Fac: Yes Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SIP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.202 D 999 360 VERT(CL): 0.380 D 999 240 HORZ(LL): 0.063 G - - HORZ(TL): 0.119 G Creep Factor: 2.0 Max TC CSI: 0.638 Max BC CSI: 0.749 Max Web CSI: 0.756 EW Ver: 20.02.01A.1209.10 oW 11111 /o// Do �'��X//, No 70773 STATE OF %A/ ��'n�•• ��ORtOP'��C9?�� COA#0-2 8 Ss�ONAL �0 01111111� �a 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 1221 /- /- /589 /663 /119 G 1222 /- /- /588 /665 /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - G Brg Wid=4.0 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 1377 - 2528 D - E 1565 - 2676 B - C 1127 -1935 E - F 1305 - 2336 C - D 1137 -1912 F - G 1448 - 2557 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - K 2273 -1178 1 - H 2126 -1051 K - J 2269 -1180 H - G 2312 -1263 J -1 2696 -1381 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - J 436 - 606 J - D 751 -1229 C - J 1135 - 602 1 - E 648 - 367 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204731 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T29 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01425 Truss Label: T56 SSB / DF 01/11/2022 7'0"6 TO"6 132"8 19111" 67"2 6'8"8 =4X5 C 26' 32,2„ 6'1" 6,7, 4X4(A1) 1111.5X4 =6X8 -5X5 B3 G =4X4(B1) III1.5X4 6'10"10 6'10"10 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.22 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B3 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. (J) Hanger Support Required, by others Bearing F (31'11", 19'10") HUS26 Supporting Member: (2)2x6 SP #2 (14)1 148"X3" nails into supporting member, (4) 0.148"x3" nails into supported member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 327' 6'3'14 7' 57'12 13'2"8 T 207'8 25'10"4 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): 0.251 D 999 360 Lu: NA Cs: NA VERT(CL): 0.472 D 811 240 Snow Duration: NA HORZ(LL): 0.066 F - - HORZ(TL): 0.124 IF Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020 Res. Max TC CSI: 0.676 TPI Std: 2014 Max BC CSI: 0.854 Rep Fee: Yes Max Web CSI: 0.682 FT/RT:20(0)/5(0) Plate Type(s): VIEW Ver: 20.02.01A.1209.10 WAVE Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types �N,�\Q'�P,cD No 70773 `. STATE OF i�i,�.�•' c�OR1Oq.',O� COA#0-2 8 s/ANAL �?�� /))lull\\ 01/11/2022 6712 32'2" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 1209 /- /- /584 /661 /119 F 1208 /- /- /580 /662 /- Wind reactions based on MWFRS A BrgWid= - F BrgWid= - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 1367 - 2495 D - E 1869 - 3259 B-C 1126-1918 E-F 1313 -2396 C-D 1118 -1921 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-J 2242 -1176 H-G 2145 -1119 J - 1 2238 -1177 G - F 2142 -1123 I- H 3302 -1757 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - 1 422 - 585 D - H 342 - 407 C - 1 1059 - 532 H - E 1237 - 669 I - D 1040 -1723 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d ngid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis I for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204735 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T27 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1353.59877 Truss Label: T57 SSB / DF 01/11/2022 7'0"6 13'2"8 19'4"10 21'11" 24'11"8 28' 32'2" 7'0"6 6'2"2 6'2"2 2'6"5 3'0"8 3'0"8 4'2" =4X5 C 4X4(A1) 1111.5X4 =5X8 =5X6 1111.5X4 B3 III1.5X4 =4X4(B1) =3X12 6'10"10 6'101,10 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.22 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B3 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc or (1) continuous lateral restraint equally spaced on member. Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. (J) Hanger Support Required, by others Bearing H (31'11", 19'10") HUS26 Supporting Member: (2)2x6 SP #2 (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. UY14 13'2"8 32'2" 6'5"10 2'4"9 19'8"2 22'0 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): 2'10"I 2'10"12 4'3"12 24'11"8 27'10"4 32'2" Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.286 L 999 360 VERT(CL): 0.538 L 712 240 HORZ(LL): 0.070 C - - HORZ(TL): 0.132 C Creep Factor: 2.0 Max TC CSI: 0.701 Max BC CSI: 0.801 Max Web CSI: 0.556 EW Ver: 20.02.01A.1209.10 Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. �� PNDO •V/ti //��i <G ; No 70773 ', * STATE OF F40RIOP' 10 IN COA#0-2 8 0/ O1111 \0 01/11/2022 T f7 tV a^a 1 �19'10" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 1209 /- /- /584 /661 /119 H 1208 /- /- /580 /662 /- Wind reactions based on MWFRS A BrgWid= - H BrgWid= - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 1368 - 2497 E - F 1924 - 3396 B - C 1124 -1915 F - G 1924 - 3396 C - D 1120 -1912 G - H 1300 - 2364 D - E 1950 - 3465 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - N 2243 -1177 K - J 4210 - 2268 N - M 2239 -1179 J - 1 2113 -1123 M-L 3119-1654 1 - H 2117 -1130 L - K 4210 - 2270 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B - M 427 - 590 L - E 768 -1344 C - M 1071 - 548 E - J 527 - 968 M - D 954 -1565 J - G 1524 - 834 D - L 1000 - 467 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204630 / SPEC Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T15 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01311 Page 1 of 2 Truss Label: T58 SSB / DF 01/11/2022 TOT TOT 13'2"8 19'4"10 6'2"2 67"2 4X4 C 23'11" _ � 26'6"131, 29'2"2 1. 3Z2" 4'6"5 2'7"13 2'7"5 2'11"13 �T m 19'10" =4X4(A1) O N M L B3 K J I 1111.5X4 =5X8 =6X10 -4X4 =3X8 =3X10 III1.5X6 6'10"l0 6'10"10 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.22 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B3 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Bracing (a) 1 x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 pIf at 0.00 to 55 pIf at 26.48 TC: From 28 pIf at 26.48 to 28 pIf at 32.17 BC: From 20 pIf at 0.00 to 20 pit at 26.48 BC: From 10 pIf at 26.48 to 10 pIf at 32.17 TC: 53 lb Conc. Load at 26.48 TC: 22 lb Conc. Load at 28.37,30.37 BC: 40 lb Conc. Load at 26.48 BC: 35 lb Conc. Load at 28.37,30.37 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 327' 6'3"14 13'2"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): 6'5"10 4'6"5 19'8"2 24'78 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.436 E 881 360 VERT(CL): 0.818 E 469 240 HORZ(LL): 0.108 C - - HORZ(TL): 0.203 C Creep Factor: 2.0 Max TC CSI: 0.650 Max BC CSI: 0.882 Max Web CSI: 0.631 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF ; j�ic� FLORkOix COA#0-2 8 ////01111 01/11/2022 2'8"5 2'8"13 _ 2'6"5 ?6'10"1 29'7"10 32'2" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 1221 /- /- /- /676 /- 1 1191 /- /- /- /681 /- Wind reactions based on MWFRS A BrgWid= - I BrgWid= - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 1424 - 2527 E - F 3571 - 6379 B - C 1102 -1943 F - G 2721 - 4817 C - D 1101 -1942 G - H 1473 - 2588 D - E 2016 - 3598 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - O 2271 -1258 M - L 6551 - 3681 O - N 2267 -1260 L - K 5024 - 2851 N - M 3217 -1799 K - J 2857 -1637 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - N 333 - 593 L - F 1501 - 798 C - N 1100 - 487 F - K 517 - 827 N - D 930 -1647 K - G 2170 -1200 D - M 1015 - 454 G - J 656 -1072 M - E 1909 - 3365 J - H 2795 -1589 E - L 437 - 682 H - 1 671 -1150 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par 1is drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of s 1 for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204630 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T15 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.01311 Page 2 of 2 Truss Label: T58 SSB / DF 01/11/2022 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. (J) Hanger Support Required, by others Bearing 1 (3111", 19'10") HUS26 Supporting Member: (2)2x6 SP #2 (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. N f ' No 70773 Ir 'I*TJ STATE OFZZ Z G S/O N A1. COA#0-2 8 r j j I II 110\\ 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional enSeering responsibility solely -for the design shown. The suitability and use of fhis any s r'ucture is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE N iTW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204727 / COMN Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T20 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02802 Truss Label: T59 SSB / DF 01/11/2022 rn 0 rq a;s 7'0"6 13'2"8 7'0"6 67"2 =4X4 D 26'5" 19'4"10 26'5" 6'2"2 7'0"6 6'1010 6'3"14 6'3"14 21"6 6'10"10 1 i` 13'2"8 19'6"6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.054 1 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.101 1 999 240 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.018 F - - Des Ld: 37.00 EXP: B Kzt: NA HORZ (TL ): 0.033 F Building Code: NCBCLL: 10.00 Mean Height: 30.00 ft Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.458 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.722 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fee: Yes Max Web CSI: 0.493 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.01A.1209.10 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types ��PNDO •V�ti <G ; No 70773 STATE OF co to 6'10"10 26'5" ♦ Maximum Reactions (Ibs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 919 /- /- /466 /557 /137 J* 186 /- /- /91 /106 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 J Brg Wid = 76.6 Min Req = - Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 817 -1415 D-E 572 -838 C - D 570 -836 E - F 305 -458 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1244 - 654 H - G 386 - 201 I - H 1240 - 656 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 437 - 590 E - G 486 - 677 H - E 387 - 76 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s r'ucture is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204723 / SPEC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T17 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02592 Truss Label: T60 SSB / DF 01/11/2022 6'4"15 13'2"8 20'2"4 25'8"5 28'5" 6'4"15 6'9"9 6'11"12 5'6"2 2'8"10, =4X5 D 28'5" 6'33 6'11 "5 6'11 "5 �— 2'1 "6 6'33 13'2"8 20'1"13 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.249 H 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.451 H 739 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.061 D - - Des Ld: 37.00 EXP: B Kzt: NA HORZ (TL ): 0.110 D Building Code: NCBCLL: 10.00 Mean Height: 30.00 ft TCDL: 4.0 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.537 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.695 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.549 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.01A.1209.10 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; T3 2x8 SP SS Dense; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. No 70773 STATE OF ; %Ir O'" ? c�OR1Oq', COA#0-2 8 s/ANAL /llllllll� 01/11/2022 5'6"8 2'8"10 25'8"5 528'5" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1180 /- /- /567 1701 /163 G 1024 /- /- /471 /636 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 G Brg Wid = 6.0 Min Req = 1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1191 - 2091 E - F 1389 - 2417 C - D 936 -1514 F - G 255 - 383 D - E 934 -1526 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1870 - 959 1 - H 2334 -1230 J - 1 1867 - 961 H - F 2339 -1241 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 428 - 573 I - E 708 -1062 D -I 726 -349 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204634 / HIPS Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T7 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03056 Truss Label: T61 SSB / DF 01/11/2022 6'4"15 11' 11 "10 14'5"6 6'4"15 5'6"11 2-5"12 �— 2'1"6 6'3"3 6'3"3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; T4 2x8 SP SS Dense; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. =4X7 =4X5 D E 28'5" 207.4 25'8"5 28'5" 5'8"14 5'6"2 2'8"10 5'8"7 2'4" 510"3 56"8 2'8"10 11'1110 14'3"1 20'113 25'8"5 28'5" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.242 1 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1180 /- /- /575 1703 /153 Lu: NA Cs: NA VERT(CL): 0.438 1 760 240 Snow Duration: NA HORZ(LL): 0.058 D - - H 1024 /- /- /469 /640 /- HORZ(TL): 0.105 D Creep Factor: 2.0 Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 Building Code: FBC 7th Ed. 2020 Res. Max TC CSI: 0.503 H Brg Wid = 6.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.639 Bearings B & H are a rigid surface. Rep Fac: Yes Max Web CSI: 0.689 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 20.02.01A.1209.10 B - C 1191 -2081 E - F 1000 -1619 C - D 985 -1583 F - G 1387 - 2403 WAVE D - E 987 -1436 G - H 256 - 383 No 70773 STATE OF %40 i O.t� `.• R P �\2 COA#0-2 8 sLOR SIO N AL 8011111 01/11/2022 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 1860 - 956 J - 1 2319 -1226 L - K 1856 - 958 I - G 2324 -1236 K - J 1402 - 616 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 380 - 504 J - F 644 - 970 J-E 391 -174 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204720 / HIPS Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T16 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01047 Truss Label: T62 SSB / DF 01/11/2022 5'3"3 5'3"3 9111"10 16'5"6 4'8"7 6'5"12 =4X8 D 28'5" 9111"10 6'4" �— 2'1 "6 9111"10 16'3"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; T4 2x8 SP SS Dense; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 5X5 E '2"4 25'8"5 28'5" 20NT"11 5'6"2 2'8"10 3'10"3 56"8 2'8"10 20'1"13 25'8"5 28'5" Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): 0.237 1 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1180 /- /- /586 1705 /136 VERT(CL): 0.428 1 778 240 HORZ(LL): 0.055 D - - H 1024 /- /- /469 /641 /- HORZ(TL): 0.099 D Wind reactions based on MWFRS Creep Factor: 2.0 B Brg Wid = 7.6 Min Req = 1.5 Max TC CSI: 0.536 H Brg Wid = 6.0 Min Req = 1.5 Max BC CSI: 0.870 Bearings B & H are a rigid surface. Max Web CSI: 0.272 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.01A.1209.10 B - C 1249 -2062 E - F 1147 -1851 C - D 1060 -1775 F - G 1360 - 2366 D - E 1107 -1677 G - H 257 - 383 \\ -N\\A'�?PNDo No 70773 STATE OF Ir Fss/O IN AL �?\\�� COA#0-2 8 1///1()11111�� 01 / 11 /2022 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1851 -1014 J - 1 2278 -1196 K - J 1599 - 739 I - G 2285 -1205 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - K 403 -48 J - F 466 -729 J-E 452 -181 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204716 / HIPS Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T18 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01938 Truss Label: T63 SSB / DF 01/11/2022 7'11"10 A, 13'2"8 18'5"6 1 20'2"4_ 25'8"5 28'5" T11"10 T 5'2"14 52"14 1'8"1 5'6"2 2'8"10 —2,1"6 1- 8'1"6 8'1"6 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; T4 2x8 SP SS Dense; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. =4X8 C 1111.5X4 =4X7 D E 28'5" 5'1"2 5'2"14 1'8"7 5'6"8 2'8"10 13'2"8 18'5"6 20'1" 3 25'8"5 28'5" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.242 1 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1180 /- /- /593 1706 /119 Lu: NA Cs: NA VERT(CL): 0.438 1 760 240 Snow Duration: NA HORZ(LL): 0.054 C - - H 1024 /- /- /475 /643 /- HORZ(TL): 0.098 C Creep Factor: 2.0 Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 Building Code: FBC 7th Ed. 2020 Res. Max TIC CSI: 0.632 H Brg Wid = 6.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.657 Bearings B & H are a rigid surface. Rep Fac: Yes Max Web CSI: 0.180 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 20.02.01A.1209.10 B - C 1144 -1991 E - F 1318 -2137 C - D 1343 - 2131 F - G 1358 - 2365 WAVE D - E 1343 - 2131 G - H 257 - 383 �\\\\NAl No 70773 STATE OF Ir Fss/O IN AL �?\\�� COA#0-2 8 1///1()11111�� 01 / 11 /2022 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 1762 - 888 J - 1 2274 -1193 L - K 1768 - 886 1 - G 2283 -1202 K - J 1922 - 976 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 432 - 286 J - F 368 - 598 E - J 558 - 284 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204712 / HIPS Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T14 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00419 Truss Label: T64 SSB / DF 01/11/2022 T 51111,10 i 13'2"8 51111,10 7'2"14 20'5"6 7'2"14 =4X8 II 1.5X4 =4X8 12 C D E 26'5" 5'111,10 5 T 0 B F 7 A G19'10" 3X5(A1) III 1.5X4 = 5X8 III 1.5X4 =3X5(A1) 6'1 "6 2'V6 6'16 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 26'5" T1"2 13'2"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): T1"2 20'3"10 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.182 D 999 360 VERT(CL): 0.332 D 944 240 HORZ(LL): 0.040 F - - HORZ(TL): 0.074 IF Creep Factor: 2.0 Max TC CSI: 0.679 Max BC CSI: 0.603 Max Web CSI: 0.547 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF i O.t� `.• R P �\2 IONAL //II1111\1\ 6'1"6 22'1"6 6'5" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1115 /- /- /576 /667 /96 F 1115 /- /- /576 /667 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 F Brg Wid = 6.0 Min Req = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1114 -1950 D - E 1569 - 2569 C - D 1569 - 2569 E - F 1114 -1950 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1743 - 893 I - H 1749 - 890 J -1 1749 - 890 H - F 1743 - 893 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 870 - 561 D - I 418 -429 I- E 870 -561 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204708 / HIPS Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T19 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.01190 Truss Label: T65 SSB / DF 01/11/2022 3'11"10 3'11"10 12 =5X12 5 C T N B a^e„a A -3X8(B1) 1111.5X4 2'1"6 4'16 4'16 8'9"11 13'2"8 4'10"1 4'4.13 -3p4 T2 =3 8 4'4"5 4'8"13 8.5"11 13'2.8 177"5 22'5"6 4'4"13 =5X5 =3X4 E F T3 4'10"1 =5X12 G =3X8 =H0510 1111.5X4 - 26'5" 5 4'4"13 17'10"13 22'3"10 26'5" 3'11"10 T H �\ N _419'10" 5(Al) 1 4'1 "6 25" 2'1"6 6 Loading Criteria (psf) P Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.383 E 817 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.700 E 447 240 B 1685 /- /- /- /1008 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 C - - H 1605 /- /- /- /960 /- Des Ld: 37.00 EXP: B Kzt: NA HORZ (TL ): 0.115 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 30.00 ft Building Code: Creep Factor: 2.0 B Brg Wid = 7.6 Min Req = 1.5 Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.600 H Br Wid = 6.0 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.570 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.513 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 20.02.01A.1209.10 B - C 1892 -3314 E - F 3219 -5603 Lumber C - D 2859 -4986 F - G 2801 -4886 D - E 3219 - 5603 G - H 1780 - 3125 Top chord: 2x4 SP #2; T2,T3 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads B - N 3003 -1701 L - K 4980 -2880 -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) N - M 3015 -1690 K - J 2838 -1587 TC: From 55 plf at -2.11 to 55 plf at 3.97 M - L 5075 -2935 J - H 2829 -1597 TC: From 28 plf at 3.97 to 28 plf at 22.45 TC: From 55 plf at 22.45 to 55 plf at 28.53 BC: From 4 plf at -2.11 to 4 plf at 0.00 Maximum Web Forces Per Ply (Ibs) BC: From 20 plf at 0.00 to 20 plf at 4.00 Webs Tens.Comp. Webs Tens. Comp. BC: From 10 plf at 4.00 to 10 plf at 22.42 BC: From 20 plf at 22.42 to 20 plf at 26.42 C - M 2109 -1250 L - F 670 - 365 BC: From 4 plf at 26.42 to 4 plf at 28.53 M - D 462 - 541 F - K 480 - 574 TC: 156 lb Conc. Load at 4.00,22.42 D - L 568 - 305 K - G 2191 -1298 TC: 75 lb Conc. Load at 4.38, 6.38, 8.38,10.38 12.38,14.38,16.38,18.38,20.38 BC: 88 lb Conc. Load at 4.00,22.42 BC: 66 lb Conc. Load at 4.38, 6.38, 8.38,10.38 12.38,14.38,16.38,18.38,20.38 Purlins \�� In lieu of structural panels use purlins to brace all flat �\��fiQ',�,wpENaF•.'9iT <G , TC @ 24" oc. 1 No 70773 • * ` _ * ; Wind of Wind loads and reactions based on MWFRS. STATE OF 1 ` Wind loading based on both gable and hip roof types. Q'•• .� COA#0-2 8 10NAI. //siri»10 01/11/2022 **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build ina_ Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,rw CGMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitability and use of g is Suite 305 drawing for any s Iucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or AWC: awc.org Orlando FL, 32821 SEQN: 204594 / JACK Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T82 / FROM: Qty: 2 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02241 Truss Label: T82 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind C 11'6" 12 5 90 LO M CV � B N ('M 9,4„ A 2X4(A1) f 2-1"6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 3 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.004 B HORZ(TL): 0.006 B Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.215 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 \\\ % i I I I I///,/00 No 70773 STATE OF ; j0ic� FLOR�OPx C��=�� G jFS,, SRO N AL \\\ COA#0-2 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 346 /- /- /216 /198 /169 D 86 /- /- /46 /- /- C 106 /- /- /39 /116 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204597 / JACK Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T83 / FROM: Qty: 2 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01919 Truss Label: T83 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind C 11'6" 12 5 90 LO M CV � B N ('M 9,4„ A 2X4(A1) f 2-1"6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 3 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.004 B HORZ(TL): 0.006 B Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.215 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 \\\ % i I I I I///,/00 No 70773 STATE OF ; j0ic� FLOR�OPx C��=�� G jFS,, SRO N AL \\\ COA#0-2 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 346 /- /- /216 /198 /169 D 86 /- /- /46 /- /- C 106 /- /- /39 /116 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204602 / VAL Ply: 1 ob Number: 21-0845 Cust: R761 JWAXW610013 T46 / FROM: Qty: 2 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00431 Truss Label: V1 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; T 0 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. 1'11"6 V11"IS 3'10"13 V11"IS 12 5 � 3X4 B A3X4(D1) 3X4(D1) C 22'7"13 D 3'10"13 -I 3'10"13 3'10"13 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 C 999 360 VERT(CL): 0.008 C 999 240 HORZ(LL): -0.001 A - - HORZ(TL): 0.003 A Creep Factor: 2.0 Max TC CSI: 0.061 Max BC CSI: 0.094 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF %Al COA#0-2 8 sS,O N AL �?\\\\ �8ir)1111\ � ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D* 75 /- /- /30 /22 /3 Wind reactions based on MWFRS D Brg Wid = 46.8 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204603 / VAL Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T50 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00786 Truss Label: V2 SSB / DF 01/11/2022 3'11 "6 1 7'10" 13 3'11"6 3'11"6 12 =4X4 5 B T go--3X4(D1)=3X4(D1)C 21'9"4 -04 E D 111.5X4 7'10"13 3'11 "6 3'11 "6 3'11 "6 7'10" 13 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.008 A 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.014 A 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 C - - Des Ld: 37.00 EXP: B Kzt: NA HORZ TL C ( ): 0.005 Building Code: NCBCLL: 10.00 Mean Height: 30.00 ft 2.0 Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.152 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.150 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.035 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.01A.1209.10 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. No 70773 STATE OF F�ORt�P'� 111110 01/11/2022 ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL E* 75 /- /- /34 /33 /3 Wind reactions based on MWFRS E Brg Wid = 94.8 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building it Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204619 / VAL Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T51 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00658 Truss Label: V3 SSB / DF 01/11/2022 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. 12 5' 11 "6 611 "6 611 "6 611 "6 =4X4 B D 5X5 11'10"13 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 11'10"13 611 "6 611 "6 11'10"13 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.030 C 999 360 VERT(CL): 0.053 C 999 240 HORZ(LL): -0.010 A - - HORZ(TL): 0.016 A Creep Factor: 2.0 Max TC CSI: 0.423 Max BC CSI: 0.356 Max Web CSI: 0.075 _20'11 "4 ♦ Maximum Reactions (Ibs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL E* 75 /- /- /34 /36 A Wind reactions based on MWFRS E Brg Wid = 142 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 470 - 274 B - C 470 - 274 EW Ver: 20.02.01A.1209.10 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - D 321 - 389 D - C 321 - 389 No 70773 STATE OF F�ORt�P'� NAL /1 11111 01/11/2022 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - D 424 - 575 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build ina_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional angpneering responsibilityy solely -for the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204605 / VAL Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T54 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01598 Truss Label: V4 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; T w Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. 2'11"11 2'11"11 12 =4X4 5 [--- B 5'11 "7 2'11Ill 1 III 1.5X4 5'11 "7 2'11I'll 1 2'11Ill 1 2'11"11 5'117 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.000 B 999 360 VERT(CL): 0.000 B 999 240 HORZ(LL): -0.000 A - - HORZ(TL): 0.000 A Creep Factor: 2.0 Max TC CSI: 0.114 Max BC CSI: 0.071 Max Web CSI: 0.021 EW Ver: 20.02.01A.1209.10 Do 1ll //, ///� /��X No 70773 STATE OF %A/ ��'n�•• ��ORtOP'��C9?�� COA#0-2 8 ss/ON►AL �0 01111111� �a 01/11/2022 21'9"13 ♦ Maximum Reactions (Ibs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL C* 71 /- /- /34 All A Wind reactions based on MWFRS C Brg Wid = 71.4 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, hand lin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204606 / VAL Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T53 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01796 Truss Label: V5 SSB / DF 01/11/2022 12 Is 2'11"11 5'117 2'11"11 2'11"11 =4X4 C III 1.5X4 5'11"7 2'2"8 2'11"11 2'11"11 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing Fasten rated sheathing to one face of this frame. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. 2'11"11 "7 2'2"8 5'11 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.000 D 999 360 VERT(CL): 0.000 D 999 240 HORZ(LL): 0.020 D - - HORZ(TL): 0.026 D Creep Factor: 2.0 Max TC CSI: 0.299 Max BC CSI: 0.079 Max Web CSI: 0.062 EW Ver: 20.02.01A.1209.10 \\A'�?PNDo No 70773 STATE OF Ir Fss/O N AL �?\\�� COA#0-2 8 1///1()11111�� 01 / 11 /2022 _20"1"13 ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F* 118 /- /- /43 /74 /12 Wind reactions based on MWFRS F Brg Wid = 71.4 Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, fle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s r'ucture is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. P AINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204598 / EJAC Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T84 / FROM: Qty: 7 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01962 Truss Label: J1 SSB / DF 01/11/2022 5'11"4 f 2'1"6 T 5' 11 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 B Des Ld: 37.00 EXP: B Kzt: NA HORZ (TL ): 0.010 B Building Code: NCBCLL: 10.00 Mean Height: 30.00 ft Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.391 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.325 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.01A.1209.10 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord \\\\\► i I l l f /!/I/� � �Pp0O No 70773 - - J * d' STATE OF J O', FtOR10P'.'G� COA0-2 8 ONA ,1�?�� 01 /11 /2022 C 11'10"11 M O CV 90 ti ih 9-4" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 376 /- /- /230 /209 /193 D 104 /- /- /56 /- /- C 133 /- /- /49 /143 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204599 / EJAC Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T62 / FROM: Qty: 8 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02143 Truss Label: J2 SSB / DF 01/11/2022 C 11'0"11 12 5 F::7— M O B CV 00 N a g'4° A D — X4(A1) Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind I� 211116 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 3' 11 "4 3' 11 "4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.003 B HORZ(TL): 0.004 B Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.117 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF ; P �i F,,LORtO, •' G �� COA#0-2 8 ��//r N AL 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 314 /- /- /202 /187 /143 D 65 /- /- /35 /- /- C 74 /- /- /30 /83 /- Wind reactions based on MWFRS B Brg Wid = 4.0 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204607 / EJAC Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T47 / FROM: Qty: 13 /GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.02155 Truss Label: J3 SSB / DF 01/11/2022 C 22'8"9 12 5 04 MSO T r M B k 19'10" A D 2M(A1) Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind 2,1"6 In 6,8"8 6'8"8 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.010 B HORZ(TL): 0.017 B Creep Factor: 2.0 Max TC CSI: 0.538 Max BC CSI: 0.434 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 \\\\\%III I / / ///// oCENS No 70773 ; *rJ STATE OF /W 111000 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 402 /- /- /243 /219 /212 D 119 /- /- /64 /- /- C 154 /- /- /59 /165 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204613 / EJAC Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T43 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03539 Truss Label: J3A SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 6'4" 6'4" 5X5 CD 22'6"11 12 5 7-- M O M M� d) B 19,10" q E F 2X4(A1) III 1.5X6 2,1"6 65"12 "12 6'S" 12 "8 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types Provide (3) 16d common (0.162"x3.5") nails at top chord and bottom chord. Toe nailing allowed based on average reaction. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.016 B 999 360 VERT(CL): 0.027 B 999 240 HORZ(LL): -0.009 B - - HORZ(TL): 0.016 B Creep Factor: 2.0 Max TC CSI: 0.502 Max BC CSI: 0.391 Max Web CSI: 0.124 EW Ver: 20.02.01A.1209.10 \\\\\%III I /////// oCENS No 70773 ; *rJ STATE OF /W 111000 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 402 /- /- /244 /222 /204 E 412 /- /- /101 /550 /- D 165 /-187 /- /407 /24 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 E Brg Wid = 1.5 D Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 563 - 342 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. AL E 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204616 / EJAC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T48 / FROM: Qty: 3 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00681 Truss Label: J313 SSB / DF 01/11/2022 67' 67' N i+ 4X4 2'1"6 67' 1 6"8 1 6'2" 6'8„ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.018 C 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.032 C 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.018 D - - Des Ld: 37.00 EXP: B Kzt: NA HORZ TL D ( ): 0.032 Building Code: NCBCLL: 10.00 Mean Height: 30.00 ft TCDL: 4.0 psf 2.0 Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.459 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.378 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fee: Yes Max Web CSI: 0.097 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.01A.1209.10 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (3) 0.131"x3.0", min. toe -nails at bottom chord. ��PNDO •V�ti <G ; No 70773 STATE OF I co to COA#0-2 8 /ON0/11111 AI \\\��\ 7 V 2 3 2 0 o N Cl) 19,10" ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 402 /- /- /243 /227 /191 E 244 /- /- /81 /268 /- D 104 /-19 /- /125/- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 E Brg Wid=1.5 D Brg Wid=1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# 01/11/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204601 / EJAC Ply: 1 Job Number: 21-0845 Cust: R761 JRef:1Xc47610013 T25 / FROM: Qty: 11 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.03110 Truss Label: J4 SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind A 21'6"13 12 5 O 0 (V B T_ O) 04 19'10" A D 2X4(A1) 211116 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 3'11"10 3'11"10 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.003 B HORZ(TL): 0.004 B Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.120 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 \�\\ Pp00 1,/ //i i No 70773 CLO J STATE OF ; i Q'•, N AL 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 315 /- /- /202 /187 /144 D 66 /- /- /36 /- /- C 75 /- /- /30 /84 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204610 / EJAC Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T9 / FROM: Qty: 2 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01898 Truss Label: J5 SSB / DF 01/11/2022 J- Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind l! 12 2011 "8 5 BLO LO cN\i 19110" A D = 2X4(A1) 1^ 211116 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 21611 21611 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 B HORZ(TL): 0.002 B Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.065 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 \\w1i)ri/iil// \�\\ Pp00 1,/ //i i No 70773 J STATE OF ; N AL 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 283 /- /- /192 /183 /107 D 35 /- /- /29 /10 /- C 22 /- /- /25 /32 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204622 / EJAC Ply: 1 JoNumber: 21-0845 Cust: R761 JRef:1Xc47610013 T12 / FROM: Qty: 1 J GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02427 Truss Label: J5A SSB / DF 01/11/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #2; 4"8 A- Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 5 � B 20' 11 "8 A 19,10" C 2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.001 A HORZ(TL): 0.001 A Creep Factor: 2.0 Max TC CSI: 0.052 Max BC CSI: 0.040 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF F�ORt�P'� 111110 01/11/2022 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 112 /- /- /58 /46 /61 C 40 /- /- /21 /- /- B 53 /- /- /21 /61 /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 C Brg Wid=1.5 B Brg Wid=1.5 Bearing A is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204643 / HIP_ Ply: 1 Job Number: 21-0845 Cust: R761 JWAXW610013 T85 / FROM: Qty: 2 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01495 Truss Label: K1 SSB / DF 01/11/2022 4'9" 4'9" 8'4"12 3'7"12 n 11'10"7 12 ; 3X4 3.54 C b� _o N t- B Cl) a a �9'4" A G F E 2X4(A1) 1.5X4 2X4 2'11"14 47"4 �1, 3-1"4 47"4 7'8"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.021 C 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.036 C 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 B - - Des Ld: 37.00 EXP: B Kzt: NA HORZ(TL): 0.009 B Building g Code: NCBCLL: 0.00 Mean Height: 30.00 ft Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.497 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.389 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.046 Loc. from endwall: NA FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.01A.1209.10 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 5-11-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. No 70773 STATE OF F�ORt�P'� 111110 01/11/2022 8"5"5 8'4"12 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 468 /- /- /- /325 /- E 192 /- /0 /- /47 /0 D 172 /- /- /- /153 /- Wind reactions based on MWFRS B Brg Wid = 10.8 Min Req = 1.5 E Brg Wid=1.5 D Brg Wid=1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building it Safety Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204640 / HIP_ Ply: 1 Job Number: 21-0845 Cust: R761 JWAXW610013 T63 / FROM: Qty: 2 /GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.01227 Truss Label: K2 SSB / DF 01/11/2022 I� 2'11"14 66"13 66" 13 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.007 B Des Ld: 37.00 B Kzt: NAn HORZ(TL): 0.009 B Building Code: NCBCLL: 0.00 MeaHeight: 30.00 ft Mea Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.490 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.293 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.01A.1209.10 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Loading Hipjack supports 3-11-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. oW 11111 /o// Do �'��X//, No 70773 STATE OF %A/ ��'n�•• ��ORtOP'��C9?�� COA#0-2 8 Ss�ONAL �0 0 1111111� �a 01/11/2022 C 11'0" 7 LO o ` V 91411 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 371 /- /- /- /274 /- D 21 /- /- /31 /- /- C 78 /- /- /- /72 /- Wind reactions based on MWFRS B Brg Wid = 5.7 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oyherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracing installed per BCSI sections B3, B7 or B10, aid AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s r'ucture is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204637 / HIP_ Ply: 1 Job Number: 21-0845 Cust: R761 JWAXW610013 T26 / FROM: Qty: 2 /GROZA BUILDERS, INC. / /ROE RESIDENCE Dnallo: 011.22.1354.01135 Truss Label: K4 SSB / DF 01/11/2022 C 12 21'6"10 3.54 � N O N B N r 9) T''4 N 19,101, A D - 2X4(A1) 2'11"14 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: B Kzt: NA Mean Height: 30.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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 2250f-1.9E; Bot chord: 2x4 SP #2; Loading Hipjack supports 3-11-10 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): 5'7"6 5'7"6 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.007 B HORZ(TL): 0.009 B Creep Factor: 2.0 Max TC CSI: 0.494 Max BC CSI: 0.295 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 No 70773 STATE OF ; %Ir O', ? c�OR1Oq'• COA#0-2 8 s/ANAL /lljlllll� 01/11/2022 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 373 /- /- /- /275 /- D 22 /- /- /32 /- /- C 81 /- /- /- /74 /- Wind reactions based on MWFRS B Brg Wid = 10.8 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. ivision of ITW Build inq_Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pape drawin indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of fhis any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204592 / JACK Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T22 / FROM: Qty: 6 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.02494 Truss Label: C1 SSB / DF 01/11/2022 48 T 12 C 5 F7_-- f 2'1'16 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord 911019 00 a' M 91411 1' Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 B HORZ(TL): 0.001 B Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.034 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 i No 70773 CLO J STATE OF ; p'•, N AL 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 335 /- /- /249 /258 /6S D - /-36 /- /45 /30 /- C - /-102 /- /109 /89 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204593 / JACK Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T21 / FROM: Qty: 6 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.00430 Truss Label: C2 SSB / DF 01/11/2022 C 12 T 10'8" � 5 00 B co QN 91411 A D a 2X4(A1) Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind 211 "6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 3' 3' Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 B HORZ(TL): 0.003 B Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.067 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 No 70773 Ir J STATE OFZZ �0% SS� COA#0-2 8 O N A1. r j j 1111 \0 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 291 /- /- /193 /182 /119 D 46 /- /- /27 /6 /- C 42 /- /- /21 /51 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204595 / JACK Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T24 / FROM: Qty: 6 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01380 Truss Label: C3 SSB / DF 01/11/2022 48 T 12 C 5 F7_-- f 2'1'16 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Kzt: NA Des Ld: 37.00 Mean Height: 30.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord 911019 00 a' M 91411 1' Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 B HORZ(TL): 0.001 B Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.034 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 00 No 70773 STATE OF ; j0ic� FLOR�OPx C��=�� G jFS,, SRO N AL \\\ COA#0-2 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 335 /- /- /249 /258 /6S D - /-36 /- /45 /30 /- C - /-102 /- /109 /89 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 204596 / JACK Ply: 1 Job Number: 21-0845 Cust: R 761 JRef:1Xc47610013 T23 / FROM: Qty: 6 /GROZA BUILDERS, INC. / /ROE RESIDENCE DrwNo: 011.22.1354.01046 Truss Label: C4 SSB / DF 01/11/2022 C 12 T 10'8" � 5 00 B co QN 91411 A D a 2X4(A1) Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind 211 "6 Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 30.00 ft TCDL: 4.0 psf BCDL: 4.0 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 loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 3' 3' Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 B HORZ(TL): 0.003 B Creep Factor: 2.0 Max TC CSI: 0.272 Max BC CSI: 0.067 Max Web CSI: 0.000 EW Ver: 20.02.01A.1209.10 N f ' No 70773 Ir 'I*TJ STATE OF ;41 ZZ SS/O N A1. COA#0-2 8///r 01/11/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 291 /- /- /193 /182 /119 D 46 /- /- /27 /6 /- C 42 /- /- /21 /51 /- Wind reactions based on MWFRS B Brg Wid = 7.6 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracin44 of trusses. A seal on this drawinc] or cover par irawintq indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of s any s ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 CLR Reinforcing This detail is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail is only applicable for changing the specifled CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Use scabs instead of L- or T- reinforcement on webs with intersecting truss joints, such as K-web joints, that may interfere with proper application along the narrow face of the web. Web Member Specified CLR Alternative Reinf orecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OK) 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web. Member Substitution T-Reinforcement Or T-Reinf, L-Reinforcement; or L-Reinf, Apply to either side of web narrow face. Attach with 10d (0.128'x3,0',min) nails at 6' o.c, Reinforcing member is a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than Q) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c, Reinforcing member is a minimum 80% of web member length, MVARNDN3a READ AND FOLLOW ALL NOTES ON THIS DRAWDIIi =DFORTANfa 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 temporary bracing per m c practices prior to wise, top these functions. Installers shall structural Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom cha shall have a properly attached algid ceiling. Locations shown for permanent lateral restraint of webs shot( have bracing installed per DCSI sections B3, B7 or B10, as applicable. Apply plates to each face of !ruts and position as shown above and on the Joint Details, unless noted otherwise. E Refer to drawings I60A-Z for standard plate positions. 160 i LPI N Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation fr, this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation S. bracing of trusses. A seal on this drawling or cover page listing this dravi Indicates acceptance of professional 514 Earth City Expressway ergIneer4g responsblith solely for the deslgi shown The suitability and use of this drawing Suite 242 For any structu^e k the responsblity of the Building Designer per ANSLTPI 1 Sec.? - Earth City, MO 63045 For more Information see this Job's general notes page and these web sites- ALPINE1 www.alpineitw.comt TPI: www.tpinst.org; SBCA, www.sbcacomponents.com; ICC, www.iccsafe.org T-Reinf. L-Reinf, Scab `t1%4111111T11r ..Ifl(I Ar 'FF. E N3F`'.�'��'G 1��'•v�G • No 70773 � C LL PSF REF CLR Subst, DATE 01/02/19 yF �_ C DL PSF .�'. `�! STATE OF C DL PSF DRWG BRCLBSUB0119 %�<+'•� • BC LL PSF .. 4,i�_hS� O 1 T❑T, LD, PSF �c�]11f''1111iu1o+1! �2 22 DUR, FAC, COA#0-278 SPACING System 42 Ply to Ply Connection Detail Using GRK (RSS) JTS 1/4x6-3/4 or Simpson SDS25600 or SDW22634 Strong Drive Screws or Equal, Max, ConcentratedlLoad per Chart Below F 12' mint L Apply screws to top chord within 12' of the concentrated load location @ 4' o,c„ min, evenly distributing them to each side of the concentrated load. A maximum of 6 screws may be applied to the top chord for each concentrated load. For double top chords, evenly distribute the screws over both top chords, using same spacing guidelines specified above, The max number of top chord screws is 6 per chord member for a total maximum of 12 screws. Refer to Alpine sealed drawing for individual truss design. Load Applied to This Ply 3 1/2'-1-3 1/2'� Truss IMember (Chord) Shown) 3/4' 1/2' If the concentrated load connection requires more screws than 6 per top chord member and the load Is located at a panel point where webs intersect the top chord, the remainder of required screws may be applied to those webs below the concentrated load location evenly spaced @ 4' o,c., min, keeping the 3' min end distances. Each additional screw is worth 474 lb for SP webs, 442 lb for DFL webs, and 400 lb for SPF webs. # of Screws Maximum Concentrated Load (lbs) (1.00 DF) SIP DFL SPF 1 474 442 400 2 984 884 800 3 1422 1326 1200 4 1896 1768 1600 5 2370 2210 2000 6 2844 2652 2400 7 3318 3094 2800 8 3792 3536 3200 9 4266 3978 3600 10 4740 4420 4000 11 5214 1 4862 1 4400 12 5688 1 5304 1 4800 General Notes, Screw Position in the Truss JTS or Strong -Drive Screw 1. Screws centered along the 1.5' dimension of the 4x2 member, 2. Minimum end distance of 3'. 3. Screws installed with head in loaded member, 4. Gap between plies not to exceed 1/8'. 5. Screw location may be adjusted up to 1' to avoid conflict with other hardware or to avoid lumber defects, Max. Uniform Load per Chart Below lllllll For single top chord, see chart below for screw spacing, For double top chord the screw spacing may be doubled (but may not exceed 24' o.c. per chord), Screw spacing shall be offset by 1/2 the o.c, spacing in each chord, Screws need only apply to the extents of that load, For chord sections supporting less than 100 plf apply one screw at each top chord joint location. 6. Do not Install screws in areas where lumber wane exceeds 1/4', 7. Equal loads from both faces or loads that are evenly distributed to each ply do not require connections per this detail, 8. For 3x2 members use GRK (RSS) JTS 1/4x5 screws, or Simpson's SDS25412 or SDW22500 screws or equal. ��ti++ 9. Contact Alpine for special connections not detail, MWARNINGIM READ AND FOLLOW ALL NOTES ON THIS DRAVINGI ■IMPORTANTa FURNISH INS 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 (Bu0.ding Component Safety Information, by TPI and SBCA) for safety temporary bracing per BCSI. practices prior to pee, top these functions. Installers shall structural Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom cha shall have a properly attached algid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BIO, as apptkoble. Apply plates to each face of !ruts and position as shown above and on the Details, unless noted otherwise. E 160 Refer to drawings I60A-Z for standard plate positions. ios. L P I N Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation fr, this drawing, any failure to build the truss In conformonce with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation S. bracing of trusses. A seal on this draw4g or cover page listing this drawing, Indicates acceptance of professional 514 Earth City Expressway ergIneer4g responsb+ity solely for the deslgi shown The suitobliity and use of this drawing Suite 242 For any structu^e k the responsbpity of the Building Designer per ANSLTPI 1 Sec:.? - Earth City, MO 63045 For more Information see this Job's general notes page and these web sites - ALPINE, www.alpineitw.comt TPI: www.tpinst.org; SBCA, www.sbcacomponents.com; ICC, www.iccsafe.org E N No 70773 • ,k STATE OF AI 1112 ' Top Chord Screw o.c. Spacing (inch) Maximum Uniform Load (ptf) Along Top Chord (1,00 DF) SIP DFL SPF 4 1422 1326 1200 6 948 884 800 8 711 663 600 10 568 530 480 12 474 1 442 400 14 406 378 342 16 355 331 300 18 316 294 266 20 284 265 240 22 258 241 218 24 237 221 200 C LL '* �C DL C DL 1%1 BC LL TOT, LD, DUR, FAC, 1.00 SPACING PSF REF SY42 Connect! PSF DATE 01/19/2018 PSF DRWG CNSY42PLO118 PSF PSF Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the ------------------------------------------------------------------------- following advantages Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag,' Roof Trusses • Avoids 'dips' in roof rigelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0,75' (horizontal) 1,25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof ------------------------------------------------------------------------- drainage system, The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1,00 x Deflection from Actual Dead Load criteria for flat or low -slope roofs subject to ponding loads, Sloping Parallel 1,5 x Vertical Deflection from Chord Trusses Actual Dead Load The amount of camber is dependent on the truss type, span, loading, application, etceteras, Floor Trusses (0,25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration, Flat Roof Trusses (0,25 x Deflection from Live Load) + (1,5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber, Conditions or Note: The actual dead load may be considerably less than codes may exist that require exceeding these the design dead toad. recommendations, or past experience may warrant using% pd ,yt., more stringent limitations. �C:t, XNGENgF!/, ,,��i sUVARN11N3a READ AND FOLLOW ALL NOTES ON THIS ixlAvnui "I POlTANIsa FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS F(Building * .• No 74OF REF DEFLEC/CAMB DATE 10/O1/14 aComponentllSafetypInformation,m yTPIbandM BCA)Refer followTrus the latesto extreme edition ofcare BCSI for safety practicespriortowise, t p these functions. Installers shall provide temporary bracing per m chordUnless noted otherwise, top chord shall nave properly attached structural sheathing and bottom chord have Locations for lateral STATshop DRWG DEFLCAMB1014 shot( a properly attached rigidBCSI ceiling. shown permanent restraint of webs hove install.ased pwr BCSI Apply prates to roach fncw th J or BIB, ils truss thw Joint Dwtalls, ALPINEof nd pog and on unlessapplicable.no and position nsshown above and on unlwss noted otnwrwis¢.Refer to drnwNgs I60A-Z for standard pinle positions.Alpine,adivision -01sc� of ITV Building Components Group Inc. shall not be responsible for any deviation from drawing, any failure to build the truss In conformonce with ANSI/TPI 1, or for handling, shipping,AN •this ITW COMPANY InsAta�lreln ` on bhis drnwogf torucows. ver page lists g !Ns dravi Indicates acceptance of professional 1f 514 Earth City Expressway Suite 242 ergIneer4g responsbpith solely for the design shown The suitability and use of this drawing For any structu^e k the responsbpity of the Building Designer per ANSI/TPI I Sec.?. Earth City, MO 63045 For more Information see this Job's general notes page and these web sites- ALPINE, www.alpineitw.comt TPI: www.tpinst.org; SBCA, www.sbcacomponents.com; ICC, www.iccsafe.org COA#0-278 'T' Reinforcing Member Gable Truss Gable Detail For Let -in Verticals Gable Truss Plate Sizes :)propriate Alpine gable detail for e sizes for vertical studs, Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of apped plates to span the web, 2X4 2X4 *-2 rrovlae connecTions ror upurT specnnea on tine engmeerea Truss aeslgn, Attach each 'T' reinforcing member with End Driven Nailsi IOd Common (0,148'x 3.',min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Toenailed Nails- 10d Common (0,148'x3',m1n) Toenails at 4' o.c. plus (4) toenails in the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 & ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENCI00118, A14015ENC100118, A16015ENC100118, A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, A11530ENCI00118, A12030ENCI00118, A14030ENCI00118, A16030ENCI00118, A18030ENCI00118, A20030ENCI00118, A20030END100118, A20030PED100118, S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, S18015ENCI00118, S20015ENCI00118, S20015ENDI00118, S20015PEDI00118, S11530ENC100118, S12030ENC100118, S14030ENC100118, S16030ENC100118, S18030ENC100118, S20030ENC100118, S20030END100118, S20030`,F�1;jAft811,+er See appropriate Alpine gable detail for maximum unreinforc QeA*a �tEjigth ■wWARNINGIa READ AND FOLLOW ALL NOTES ON THIS DRAWING ■EDFORTANTM FLRMISN INS 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 otherwise, top chord shall have properly attached structural sheathing and bottom cha shop have a properly attached rigid ceiling. Locations shown for permanent lateral restrolnt of webs ® shop have bracing installed per BCSI sections B3, B7 or BIO, as opplkoble. Apply plates to each face LPI N E of truss and position 16O 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 fr, this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Instolla'tlon 6 bracing of trusses. A seal on this drawing or cover page Usting this drawing, Indicates acceptance of professional 514 Earth City Expressway engkkeM-sponTly solely for the design shown The suitability and use of this drawing Suite 242 for any sir Is the respone6Nty of the &Ylding Designer per ANSI/TPI 1 Sec.& Earth City, MO 63045 for more information see this Job's general notes page and these web sites. ALPINE, www.alpineitw.comi TPI, www.tpinst.orgi SBCA, www.sbcacomponents.com; ICC, www.iccsafe.org No 70773 ►'�] STATE OF ♦'f, 2 COA#0-278 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical Length is 14' from top to bottom chord, 'T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. deb Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SIR#3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Relnf. Mbr, Size 'T' Increase 2x4 30 MAX, TOT, LD, 60 PSF DUR, FAC, ANY MAX, SPACING 24,0' REF LET -IN VERT DATE 01/02/2018 DRWG GBLLETIN0118 SY32/SY42 PLY TO PLY LSC CONNECTION DETAIL FOR DOWNWARD LOADS ONLY Uniform Load A1212lication 1 r 4 r,r,1,e,4 Max. T,C. Uniform Load (plf) Clip Spacing Along Top Chord SP DF SPF/HF 935 810 585 12' oz. 625 540 390 18' o,c. 470 405 295 24' o.c. 375 j 325 j 235 30' o.c, Maximum LSC spacing is 30' o,c, Concentrated Load A1212(ication Load applied to this ply Max Load (lbs) SP DF SPF/HF 1870 1620 1170 Note: Install LSC adjacent, equidistant, and not more than 6' on each side of concentrated load, ►DO M. Installation Instructions: 1, Position and attach LSC to loaded ply with (3) 0,131'x1,5' nails into narrow face. 2, Bend clip over adjacent ply and attach with (3) 0.131'x1,5' nails into wide face, emu LSC42 for single 4x2 chords LSC32 for single 3x2 chords gh LSC42-2 for stacked 4x2 chords LSC32-2 for stacked 3x2 chords Refer to Alpine sealed drawing for �';�+�4bl�Ni'Fvj�•,design, aVARNINaa READ AND FOLLOW ALL NOTES ON THIS DRAVDIGi aDPORTANTse FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDDIG THE DISTALLERS TPI and and BCA)Refer followTrusses the latest edition ofcare BCS1 Y<BuNding Comp,onentllSafety shipping, Installing for safety I+io 70773 -: = * .• * - REF SY42 Connection DATE 10/01 /14 ALPINE AN ITW C(DMI)AVY 514 Earth City Expressway Suite 242 Practices prior to performing these functions. Installers shop provide temporary bracing per BCSI. Unless noted otherwlse, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigld celling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drnrings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any (allure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Intaceal on this lng of trusses. or 4 sver 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 Sec2. r 'fl • i �, +► ,A• r.. W+ ', STATE O F • `V + O .• • �L � • Wj • a ` �,N � +,1 "I' I N I 1 NTU 1 /``yy1 1l 2 DRWG LSCSYX2A1014 DUR, FAC. ALL Earth City, MO 63045 For more Information see this Job's general notes page and these web sites,CQf�#�-278 ALPINE, www.alpineltw.comt TPIi www,tpinst.orgi SBCA, www.sbcoconponents.comt ICC, www.iccsafenrg Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-16: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 140 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or: 120 moh Wind Speed, 30' Mean Heloht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) 1x4 'L' Brace W (1) 2x4 'L' Brace x (2) 2x4 'L' Brace IKIK (1) 2x6 'L' Brace x (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B _P #1 / #2 3' 2' 5' 6' 5' 8' 6' 5' 6' 8' 7' 8" 8' 0' 10' 1' 10' 6' 12' 0' 12' 6' S P P #3 3' 1' 5' 5" 5' 7' 6' 4' 6' 7" 7' 7' 7' 11' 10' 0` 10' 4" 11' 11' 12' 5" r Stud 3' 1' 5' 4" 5' 7` 6' 4" 6' 7" 7' 7" 7' 11' 10' 0' 10' 4' 11' 11' 12' 5" O r Standard 1 ' 1 1 1 4 1 11 1 # 1 ' 4" ' 1' 1 1 1 1' a S P #2 1 1 1 1 #3 (U D L Stud Standard U #1 / #2 3' 8' 6' 3" 6' 6' 7' 5' 7' 8" 8' 9" 9' 2' 11' 7' 12' 0' 13' 9" 14' 0' _P S P P #3 3' 6" 6' 2" 6' 6' 7' 3' 7' 7' 8' 8' 9' 1" 11' 5` 11' 11' 13' 7` 14' 0` U I� P Stud 3' 6" 6' 2' 6' 5' 7' 3" 7' 7" 8' 8" 9' 1' 11' 5' 11' 11' 13' 7" 14' 0' Q) O I Standard 3' 6" 5' 8' 6' 0" 7' 3" 7' 7" 8' 8" 9' 1` 11' 5` 11' 11" 13' 7` 14' 0` #1 3' 10' 6' 4" 6' 7' 7' 6' 7' 9' 8' 11" 9' 3" 11' 9' 12' 2" 13' 11' 14' 0' S P #2 1 1 1 1 #3 11" 4' ' 4' 1' 11' 11' 11" D P L Stud 11 4 4 1 1 1' 1" 1 1 75 Standard #1 #2 S P F # 3 U I I r Stud O I� r Standard X #1 d S P #2 #3 DLL Stud Standard Diagonal brace option: vertical length may be doubled when diagonal brace is used. Connect diagonal brace for 690# at each end. Max web total length is 14'. Vertical length shown In table above. aymm About 18, L 'L' Brace End Zones, typ, 2x6 DF-L #2 or better diagonal I bracer single 8, or double cut (as shown) at upper end. 30 Connect diagona/Continuous Benrhn�„X�'� ••%•., l at �� ,G �'At midpoint of vertical web. Refer to chart above for ?td�.ga6ie vertl�zl' wwWARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI No 70773 NNIMPORTANTow FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS * �' Trusses require extreme core In fabricating, handling, shipping, Installing and bracing. Refer to and _ follow the latest edition of BCSI (Bullding Component Safety Information, by TPI and SBCA) for safety : 'k Practices prior to performing these functions. Installers shall provide temporary bracing per HCSI. -Q Unless noted otherwise, top chord shot( have properly attached structural sheathing and bottom chord shall have a properly attached rigid celling. Locations shown for permanent lateral restraint of webs O �' STATE F shall have bracing Installed per BCSI sections B3, B7 or 310, as applicable. Apply plates to each face LPI N E offer f truss nntl position as shown above and a the Joint Details, unless noted otherwise �' f Refer to drawings 160A-Z for standard plate positions, � Alpine, a dlvlslon of ITW Building Components Group Inc. shall not be responsible for any deviation from -0 O,, ` this drawing, any Fnllure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, / U AN ITW COMPANY Installation & bracing of trusses. page g g acceptance professional ,, f A seal on this drawl or cover a e listing this drawing, Indicates acc tance of 514 Earth City Expressway engineering responsibility solely for the design shown. The sultabRity and use of this drawing Suite 242 for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City, MO 63045 For more Information see this Job's general notes page and these web sites, -Qf�#�-Z7c� ALPINE: www.atpineltw.com; TPI, www.tpinst.org; SBCA, www.sbclndustry.org) ICC, www.Iccsafe.org Bracing Group Species and Grades; Group Al S ruce-Pine-Fir Hem -Fir #1 / #2 Standard #2 Stud #3 Stud #3 Standard Dou Las Fir -Larch Southern Plnexxx #3 #3 Stud Stud Standard Standard Group B: Hem -Fir #1 & Btr #1 Do", u Las Fir -Larch Southern Plnexxx #1 #1 #2 #2 1x4 Braces shall be SRB (Stress -Rated Board). ■wFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades, Gable Truss Detail Notes: Wind Load deflection criterion Is L/360, Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nails. )K For (1) 'L' brace, space halls at 2' o.c. In 18' end zones and 4' o.c, between zones. )K )KFor (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c, between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Verticath + Refer to common truss design for peak, splice, and heel plates. Refer to the Bullding Designer for conditions not addressed by this detail. l Len No S lice Less than 4' 0' 2X4 Greater than 4' 0', but qX4 I— than 12' 0' MAX. T❑T, LD, 60 PSF MAX, SPACING 24,0" REF ASCE7-16-GAB16030 DATE 01/26/2018 DRWG S16030ENC160118 STRONGBACK BRIDGING REC❑MMENDATI❑NS BUTT STRONGBACK BRIDGING TOGETHER 4' ATTACH SCAB WITH IOd BOX/GUN 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTEi IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 (2) 10d COMMON (0.148'x3,0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB —ON BLOCK, ATTACH STRONGBACK TO BLOCK W/ (3) IOd COMMON (0.148'x3,0') NAILS OR (4)10d BOX/GUN (0,128'x3.0') NAILS, are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON (0,148'x3') NAILS OR (4) 10d BOX/GUN STRONGBACK BRIDGING ATTACHMENT attachment methods STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None required 10' to 20' 1 row (at center of span) 20' to 30 2 rows (1 at each 1/3 ts) 30' to 40 3 rows (1 at each 1/4 ts) Over 40' Space rows at 10' oz, ts) ATTACH STRONGBACK TO BOTTOM CHORD w (2) #10 — 3' SCREW: ALTERNATIVES 11 No -AU scab -on blocks shall be a minimum 2x4 "stress graded lumber,' ► All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' No -The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o,c, (max,) op -The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably, 'Bracing' is an important structural requirement of any floor or roof system, Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps, The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). ITW 514 Earth City Expresw yCOMPANY suite 242 ■EWARNINGME READ AND FOLLOW ALL NOTES ON THIS DRAWM "INPOtTANTa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ComponentllSafetypInformatioln, by PIand band SBCA)Refer fo(towsthe Latest editiorequire nmofcare BCSI infor safety these functions. Installers shall provide temporary bracing per BCSI. practices prior to wise, top Unless noted otherwise, top chord shall have property attached structure) sheathing and bottom chord shall have a properly attached rlgld celgng. Locations shown for permanent lateral testtolnt of webs have bracing Installed per BCSIsections B3, B7 or H30, as applicable. Apply plates to each face and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings ioL as for standard plate positions, a division of ITW Building Components Group Inc, shall not be responslble for any deviat�gfron� this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handing, shl InVneerinong 6eat on�rponi � olelyver f pathe design shorn Ththis hee, Indicates suitability and use of this ddrawYp tance of ' for any structure Is thsiblittye responsibility of the Building Designer per ANSIMI I Sect No 70773 = * .• : * r _U +► OF. S, = STATEshall �O'erALPINEoftruss i A`C AN •.Alpine, �IS UAN ��`''�N11 C LL PSF TC DL PSF $C DL PSF LL PSF T❑T, LD, PSF REF STRONGBACK DATE 10/01/14 DRWG STRBRIBR1014 DUR, FAC, 1,00 SPACING Earth City, MO 63045 For more information see this ,Job's general notes page and these web sites ALPINE. w—alpinekw,coml TPI- www,tpinst,orgl SBCA, www.sbcacomponents,coml ICC, www.Icc.afe.org CQ;�#0-2%g Valley Detail - ASCE 7-16: 180 mph, 30' Mean Height, Partially Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better, Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, 3NO Attach each valley to every supporting truss with: 535# connection or with (1) Simpson H2,5A or equivalent connector for ASCE 7-16 180 mph. 30' Mean Height, Part. Enc, Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-16 160 mph. 30' Mean Height, Part. Enc. Building, Exp. D, Wind TIC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2xG, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are Alpine Wave Plates. 3X4 12 12 Max. 2X4 X4 8-0-0 max 4X4 12 12 Max, I 1X3 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box (0.128" x 3,0') nails at 6' o,c, In lieu of "T" reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with; properly attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' oz. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design, www Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0", Pitched Cut Bottom Chord Valley 1X3 (Max Spacing) \\2X4 1X3 5X4/SPL 1X3 Valle Spacing SP° Square Cut Bottom Chord Valeev 2X4 4X4 Stubbed Valley Optional. Hip End Detail Joint Detail mat 24"uo� e e e e e e e e e i �� ommon Tr usses Partial Framing 20-0-0 (++) 0" p r�.,.at 24" O.C. Plan Supporting trusses at 24' o,c, maximum spacing, aVARNDJGIa READ AND FOLLOW ALL NOTES ON THIS nRAWDaa NNIMPORTANT" FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. zNo 70770 IX LL 30 30 40PSF REF VALLEY DETAIL DATE 01/26/2018 followTru ion,lntses Quire extreest edtionmofcare BCSIICB (Building Cor�iponen{lSnfetypI fOrnntioln, by Pland banB BCA)Refer for safety * TZ DL 20 15 7PSF ® ALPINE AN ITW COMPANY 514 Earth City Expressway Suite 242 Earth City, MO63045 temporary bracing per m chord Lines, no prior he performing these functions. Installers shall structural Unless noted otherwise, top chord shall have properly attached permanent sheathing and bottom chord shall have a property attached rigid cellWg. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or BIO, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer !o 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 & bracing of trusses. A seal on this drawing or cover page Ustirg this drawing, Indicates acceptance of professional engMxerkg resporws6Blty solely for the tlesign shown. The suitability and use of this drawling for any structure Is the responsEllity of the BuI1Wg Designer per ANSI/TPI 1 Sec2. For more Information see this Job's general notes page and these web sites, ALPINE: www.alpineitw.comi TPI, www.tpinst.orgi SBCAt www.sbcacomponents.comi ICG wwwJccsafe.org fl • ; ,A i Y ', STATE OF O . (� �•''�< �S • . I40 lS a/ �1 f��111111 kO1i 2 22 COA#0-278 B'i DL 10 C LL 0 T❑T, LD, 60 10 0 10 PSF 0 PSF 57PSF DRWG VAL180160118 55 DUR.FAC.1.25✓1.33 1.15 1.15 SPACING 24,0" Valley Detail - ASCE 7-16: 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #21N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #21N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, 34�31`� Attach each valley to every supporting truss with: (2) 16d box (0,135' x 3,5') nails toe -nailed for ASCE 7-16, 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00, Max, Wind Speed based on supporting truss material at connection location: 170 mph for SP (G = 0,55, min,), 155 mph for DF-L (G = 0.50, min,), or 120 mph for HF & SPF (G = 0.42, min.). Maximum top chord pitch is 10/12 for supporting trusses below valley trusses. Bottom chord of valley trusses may be square or pitched cut as shown, Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are Alpine Wave Plates, 3X4 12 12 Max, I 2X4 X4 8-0-0 Max 4X4 12 12 Max. I 1X3 1X3 1X3 5X4/SPL 3 (Max Spacing) 1X3 20-0-0 (++) Supporting trusses at 24' o,c, maximum spacing, 2X4 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box (0,128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss installation. Or Purlins at 24' o.c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design, www Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley oe-nailed / 12 10 Max. I Q��\\fig G SQo- MWARNINGIa READ AND FOLLOW ALL NOTES ON THIS DRAWIM ■MIIFORTANTM 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. structural noted Unless otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing installed per BCSI sections B3, B7 or B10, as apptkoble. Apply plates to each face LPI N E of truss and pas shown above and on the Joint Details, unless noted otherwise. Refer to drawingsgs 160 160A-Z for standard plate 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 conformonce with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Instatlatlon S. bracing of trusses. A seal on this drawing or cover page Usting this drawing, Indicates acceptance of professional 514 Earth City Expressway ergIneer4g responsbpity solely for the design shown The suitability and use of this drawing suite 242 For any structure k the responsbpity of the Building Designer per ANSI/TPI 1 Sec2. Earth City, MO 63045 For more information see this Job's general notes page and these web sites - ALPINE, www.elpineitw.com; TPIt www.tpinst.org; SBCA, www.sbcacomponents.con) ICC, www.iccsafe.org Square Cut Bottom Chord \/ ,11- 2X4 Stubbed Valley End Detail �..J._. Common Tf usses I No 70773 • ,k SCTAOTE O 0ON"tii COA#0-278 Optional Hip Joint Detail 24' Partial Framing Plan *TC LL 30 30 40PSF REF VALLEY DETAIL 'TC DL 20 15 7PSF DATE 01/26/2018 ' BC DL 10 10 10 PSF DRWG VALTN160118 BC LL 0 0 0 PSF T❑T, LD, 60 55 57PSF DUR,FAC,1,25/1.3311.1511.1' SPACING 24,0'