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24D-183 roof trussThis truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. Job 16051536B Truss T01 Truss Type COMMON Qty 17 Ply 1 Mark Karpel & Denise Gelinas Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Tue May 31 16:12:42 2016 Page 1 Universal Forest Products ID:3VeVq?Xj_QVika?s81QtigzFgSK-__Yq2a84WVxnwAMx6oJkjya25iPweBPRJQHCkHzAxn3 Scale = 1:48.8 T1 T1 B1 W3 W2 W3 W2W1 HW1 W1 HW1B2 1 2 3 4 5 9 8 7 6 10 11 3x4 3x8 4x4 3x4 3x8 5x6 4x4 3x4 4x4 2x4 2x4 1-2-12 1-2-12 8-5-9 7-2-13 15-11-15 7-6-5 23-2-12 7-2-13 24-5-8 1-2-12 6-0-86-0-8 12-2-126-2-4 18-5-06-2-4 24-5-86-0-8 0-6-67-8-00-6-67.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-0-0,0-0-0], [5:0-3-8,Edge], [7:0-3-0,0-3-0] LOADING (psf) TCLL(Roof Snow=40.0)TCDLBCLLBCDL 40.0 10.00.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 1-4-01.151.15 YES IRC2009/TPI2007 CSI.TCBC WB (Matrix) 0.600.40 0.77 DEFL.Vert(LL)Vert(TL) Horz(TL) Wind(LL) in-0.06-0.14 0.04 0.03 (loc)7-87-8 6 7-8 l/defl>999>999 n/a >999 L/d240180 n/a 360 PLATESMT20 Weight: 103 lb FT = 4% GRIP197/144 LUMBER- TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2WEDGELeft: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=978/0-5-8 (min. 0-1-9), 6=978/0-5-8 (min. 0-1-9)Max Horz9=-150(LC 6) Max Uplift9=-111(LC 8), 6=-111(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-1094/314, 3-10=-978/333, 3-11=-978/333, 4-11=-1094/314BOT CHORD 8-9=-195/988, 7-8=-48/689, 6-7=-195/988WEBS3-7=-104/396, 4-7=-315/177, 3-8=-104/396, 2-8=-315/177, 2-9=-1193/378, 4-6=-1193/378 NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) STC26 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 6. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. Job 16051536B Truss T01GE Truss Type COMMON SUPPORTED GAB Qty 2 Ply 1 Mark Karpel & Denise Gelinas Job Reference (optional)7.640 s Apr 8 2016 MiTek Industries, Inc. Tue May 31 16:12:43 2016 Page 1 Universal Forest Products ID:3VeVq?Xj_QVika?s81QtigzFgSK-SA5CGw8iGp3eXKx7gVqzG96L95q_NnTaY40mGjzAxn2 Scale = 1:45.4 T1 T1 B1 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 HW1 HW1B2 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 3x6 4x4 3x6 3x4 24-5-8 24-5-8 12-2-1212-2-12 24-5-812-2-12 0-6-67-8-00-6-67.00 12 Plate Offsets (X,Y)-- [1:0-2-13,0-0-0], [13:0-2-13,0-0-0] LOADING (psf) TCLL(Roof Snow=40.0)TCDLBCLLBCDL 40.0 10.00.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 1-4-01.151.15 YES IRC2009/TPI2007 CSI.TCBC WB (Matrix) 0.130.09 0.21 DEFL.Vert(LL)Vert(TL) Horz(TL) inn/an/a -0.00 (loc)- - 14 l/defln/an/a n/a L/d999999 n/a PLATESMT20 Weight: 111 lb FT = 4% GRIP197/144 LUMBER- TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF No.2WEDGELeft: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-5-8.(lb) - Max Horz25=-150(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 23, 24, 25, 19, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 23, 24, 19, 17, 16, 15 except 25=262(LC 2), 14=262(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details asapplicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x3 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 22, 23, 24, 25, 19, 17, 16, 15, 14. 9) Non Standard bearing condition. Review required.10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard