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HomeMy WebLinkAboutGN010.0 - TRUSS DRAWINGS16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. July 22,2019 Liu, Xuegang Pages or sheets covered by this seal: I37868192 thru I37868353 My license renewal date for the state of Indiana is July 31, 2020. 19-3510A WF 42 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss A1 Truss Type Roof Special Supported Gable Qty 1 Ply 1 WF 42 Job Reference (optional) I37868192 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-PVTirYPvCARdSTqYhOS6AlzQf3rNcbjFced3xzyw9s1 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 4x4 3x10 5x6 5x6 4x4 3x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-1-12 5-1-12 9-1-12 4-0-0 14-3-8 5-1-12 -1-0-0 1-0-0 7-1-12 7-1-12 14-3-8 7-1-12 15-3-8 1-0-0 0-6-137-8-90-6-132-5-212.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-15], [2:0-3-4,Edge], [8:0-1-0,0-1-15], [8:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.05 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-3-8. (lb) - Max Horz 2=158(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 11, 8 except 14=-158(LC 11), 10=-155(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 13, 11, 8, 12 except 14=268(LC 18), 10=265(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 7-1-12, Corner(3) 7-1-12 to 10-1-12, Exterior(2) 10-1-12 to 15-3-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 14=158, 10=155. 8) N/A 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 13, 11, 12, 14, 10. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss A2 Truss Type Roof Special Qty 2 Ply 1 WF 42 Job Reference (optional) I37868193 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-MtbSGER9knhLhm_wopUaFA3jwsTf4TTY3x6A0syw9s? Scale = 1:51.8 1 2 3 4 5 6 7 9 8 10 11 12 13 4x4 4x4 3x10 5x8 5x8 4x4 3x10 2x4 2x4 5-1-12 5-1-12 9-1-12 4-0-0 14-3-8 5-1-12 -1-0-0 1-0-0 5-1-12 5-1-12 7-1-12 2-0-0 9-1-12 2-0-0 14-3-8 5-1-12 15-3-8 1-0-0 0-6-137-8-90-6-132-5-212.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [2:0-1-4,0-1-11], [4:0-2-0,0-1-8], [6:0-3-4,Edge], [6:0-1-4,0-1-11], [8:0-5-4,0-2-8], [9:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.30 0.32 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.10 (loc) 9 6-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=629/0-3-8, 6=629/0-3-8 Max Horz 2=-158(LC 9) Max Uplift 2=-83(LC 11), 6=-83(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1051/117, 3-4=-1018/330, 4-5=-1002/252, 5-6=-1051/115 BOT CHORD 2-9=-99/824, 8-9=-23/430, 6-8=-22/743 WEBS 4-8=-221/706, 5-8=-320/280, 4-9=-313/787, 3-9=-323/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-1-12, Exterior(2) 7-1-12 to 10-1-12, Interior(1) 10-1-12 to 15-3-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss A3 Truss Type Roof Special Qty 1 Ply 1 WF 42 Job Reference (optional) I37868194 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-q49qTaRnV5pCJwZ7MX?poNbtmGolpwdhIbrkYIyw9s_ Scale = 1:51.8 1 2 3 4 5 687 9 10 11 12 4x4 4x4 3x10 5x8 5x8 2x4 2x4 4x4 3x10 5-1-12 5-1-12 9-1-12 4-0-0 14-3-8 5-1-12 -1-0-0 1-0-0 5-1-12 5-1-12 7-1-12 2-0-0 9-1-12 2-0-0 14-3-8 5-1-12 0-6-137-8-90-6-132-5-212.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [2:0-1-4,0-1-11], [4:0-2-0,0-1-8], [6:0-3-4,Edge], [6:0-1-4,0-1-11], [7:0-5-4,0-2-8], [8:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.33 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.11 0.10 (loc) 8 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=632/0-3-8, 6=557/0-3-8 Max Horz 2=153(LC 8) Max Uplift 2=-84(LC 11), 6=-67(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1058/129, 3-4=-1014/343, 4-5=-1026/294, 5-6=-1063/127 BOT CHORD 2-8=-116/813, 7-8=-32/421, 6-7=-44/757 WEBS 4-7=-253/732, 5-7=-328/292, 4-8=-323/782, 3-8=-322/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-1-12, Exterior(2) 7-1-12 to 10-1-12, Interior(1) 10-1-12 to 14-1-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss A4 Truss Type Roof Special Qty 3 Ply 1 WF 42 Job Reference (optional) I37868195 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-IGjDhwSPGPx3x48JwEW2Lb83Jg7gYNzrWFbH3kyw9rz Scale = 1:51.7 1 2 3 4 5 698 7 11 12 13 10 4x6 6x8 4x4 3x10 5x8 5x8 2x4 2x4 5-1-12 5-1-12 9-1-12 4-0-0 14-0-0 4-10-4 -1-0-0 1-0-0 5-1-12 5-1-12 7-1-12 2-0-0 9-1-12 2-0-0 14-0-0 4-10-4 0-6-137-8-90-8-130-1-80-8-92-3-612.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [2:0-1-4,0-1-11], [4:0-2-0,0-1-12], [7:0-0-0,0-1-15], [8:0-5-4,0-2-8], [9:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.31 0.41 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.12 (loc) 8-9 8-9 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-10: 2x4 SP 2400F 2.0E WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=620/0-3-8, 10=545/Mechanical Max Horz 2=151(LC 8) Max Uplift 2=-82(LC 11), 10=-68(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1031/140, 3-4=-981/351, 4-5=-871/280, 5-6=-933/131, 7-10=-545/82, 6-7=-747/109 BOT CHORD 2-9=-138/786, 8-9=-31/398, 7-8=-53/640 WEBS 3-9=-316/265, 4-9=-331/778, 4-8=-254/570, 5-8=-274/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-1-12, Exterior(2) 7-1-12 to 10-1-12, Interior(1) 10-1-12 to 13-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss A5 Truss Type Roof Special Qty 1 Ply 1 WF 42 Job Reference (optional) I37868196 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-IGjDhwSPGPx3x48JwEW2Lb87YgDqYPgrWFbH3kyw9rz Scale = 1:13.3 1 2 4 3 2x4 3x4 2x4 3x4 1-10-15 1-10-15 1-10-15 1-10-15 2-0-131-4-80-8-51-6-00-6-135.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=65/0-3-8, 3=65/Mechanical Max Uplift 4=-13(LC 7), 3=-13(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss A6 Truss Type Roof Special Qty 1 Ply 1 WF 42 Job Reference (optional) I37868197 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-mSHbuGT11i3wYEjVUy1HtohFX4YtHsw_lvKqcByw9ry Scale = 1:21.712 4 3 5 6 2x4 3x4 2x4 3x4 3-10-15 3-10-15 3-10-15 3-10-15 3-8-132-2-41-6-92-3-121-5-15.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=145/0-3-8, 3=145/Mechanical Max Uplift 4=-29(LC 7), 3=-29(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss B1 Truss Type Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868198 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Efrz6cUgo0BnAOIh1fZWQ0DLhUlk0GC7_Z4O8dyw9rx Scale = 1:43.1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 4x6 4x6 4x6 3x4 3x4 3x4 3x4 4x6 6-4-1 6-4-1 15-7-15 9-3-14 22-0-0 6-4-1 -1-0-0 1-0-0 6-4-1 6-4-1 11-0-0 4-7-15 15-7-15 4-7-15 22-0-0 6-4-1 23-0-0 1-0-0 0-6-136-10-140-6-136-10-1412.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-1-10,0-4-0], [2:0-3-0,0-0-14], [6:0-0-13,0-0-13], [6:0-1-10,0-4-0], [6:0-3-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.57 0.63 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.35 0.03 (loc) 8-10 8-10 6 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=937/0-3-8, 6=937/0-3-8 Max Horz 2=143(LC 10) Max Uplift 2=-107(LC 11), 6=-107(LC 12) Max Grav 2=956(LC 2), 6=956(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1083/170, 3-4=-675/191, 4-5=-675/190, 5-6=-1083/170 BOT CHORD 2-10=-111/700, 8-10=-119/765, 6-8=-48/669 WEBS 3-10=-43/458, 5-8=-43/458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2) 6-4-1 to 10-6-15, Interior(1) 10-6-15 to 15-7-15, Exterior(2) 15-7-15 to 19-10-14, Interior(1) 19-10-14 to 23-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss B2 Truss Type Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868199 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-irPLJxUIZKJeoYsubN4lyDmXpt9rllYHDDpxg3yw9rw Scale = 1:49.9 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 16 4x6 4x8 4x6 3x4 2x4 3x10 3x4 2x4 4x6 8-0-1 8-0-1 13-11-15 5-11-14 22-0-0 8-0-1 -1-0-0 1-0-0 4-0-14 4-0-14 8-0-1 3-11-3 13-11-15 5-11-14 17-11-2 3-11-3 22-0-0 4-0-14 23-0-0 1-0-0 0-6-138-6-140-6-138-6-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-6], [2:0-1-10,0-4-0], [2:0-0-13,0-0-13], [4:0-4-4,0-1-12], [5:0-6-4,0-1-12], [7:0-0-13,0-0-13], [7:0-1-10,0-4-0], [7:0-3-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.48 0.38 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.21 0.03 (loc) 9-11 7-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)2=937/0-3-8, 7=937/0-3-8 Max Horz 2=175(LC 10) Max Uplift 2=-114(LC 11), 7=-114(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1003/184, 3-4=-855/210, 4-5=-546/193, 5-6=-854/211, 6-7=-1003/184 BOT CHORD 2-11=-136/675, 9-11=-39/562, 7-9=-53/642 WEBS 4-11=-53/289, 5-9=-74/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-1, Exterior(2) 8-0-1 to 12-2-15, Interior(1) 12-2-15 to 13-11-15, Exterior(2) 13-11-15 to 18-0-6, Interior(1) 18-0-6 to 23-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss B3 Truss Type Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868200 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-A1yjXHVwJdRVPhR494b_VRJlhHPxUA6QRtZVDWyw9rv Scale = 1:58.3 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 16 17 18 19 4x4 4x8 4x6 6x18 2x4 3x4 2x4 4x6 9-8-1 9-8-1 12-3-15 2-7-14 22-0-0 9-8-1 -1-0-0 1-0-0 4-10-14 4-10-14 9-8-1 4-9-3 12-3-15 2-7-14 17-1-2 4-9-3 22-0-0 4-10-14 23-0-0 1-0-0 0-6-1310-2-140-6-1310-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-2], [2:0-1-10,0-4-0], [2:0-0-13,0-0-13], [4:0-2-4,0-1-12], [5:0-6-4,0-1-12], [7:0-3-0,0-1-2], [7:0-1-10,0-4-0], [7:0-0-13,0-0-13], [10:0-0-0,0-1-12], [11:0-6-4,0-3-0], [11:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.71 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.57 0.03 (loc) 7-9 7-9 7 l/defl >999 >453 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)2=937/0-3-8, 7=937/0-3-8 Max Horz 2=208(LC 10) Max Uplift 2=-118(LC 11), 7=-118(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-981/181, 3-4=-801/213, 4-5=-493/197, 5-6=-801/213, 6-7=-981/181 BOT CHORD 2-11=-128/706, 9-11=-25/518, 7-9=-39/629 WEBS 3-11=-260/199, 4-11=-92/328, 5-9=-106/346, 6-9=-263/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-1, Exterior(2) 9-8-1 to 16-6-14, Interior(1) 16-6-14 to 23-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss B4 Truss Type Common Qty 2 Ply 1 WF 42 Job Reference (optional) I37868201 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-eDW6kdWY4xZM1r0Gjn6D2eruFho3DYVagXI2lyyw9ru Scale = 1:68.1 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 16 17 18 19 20 21 3x4 4x4 3x4 3x6 3x4 3x4 2x4 3x4 2x4 3x6 7-4-9 7-4-9 14-7-7 7-2-14 22-0-0 7-4-9 -1-0-0 1-0-0 5-6-13 5-6-13 11-0-0 5-5-3 16-5-3 5-5-3 22-0-0 5-6-13 0-6-1311-6-130-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-10], [2:0-1-10,0-4-0], [2:0-0-13,0-0-13], [5:0-2-0,0-1-8], [8:0-0-13,0-0-13], [8:0-1-10,0-4-0], [8:0-3-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.52 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.19 0.03 (loc) 9-11 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=939/0-3-8, 8=867/0-3-8 Max Horz 2=227(LC 8) Max Uplift 2=-120(LC 11), 8=-103(LC 11) Max Grav 2=973(LC 18), 8=912(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1084/162, 3-5=-1000/276, 5-7=-1006/287, 7-8=-1085/162 BOT CHORD 2-11=-139/811, 9-11=-32/534, 8-9=-54/718 WEBS 5-9=-219/610, 7-9=-315/262, 5-11=-215/601, 3-11=-315/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss B5 Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868202 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-7Q4UyzXArFhDf?bTGVdSasO2O587y_XjvB2bHOyw9rt Scale = 1:65.7 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 3x4 6x8 2x4 3x4 3x6 3x4 3x4 2x4 3x4 3x4 7-3-15 7-3-15 14-6-3 7-2-4 22-0-0 7-5-13 -1-0-0 1-0-0 5-3-7 5-3-7 10-5-3 5-1-12 16-0-14 5-7-10 22-0-0 5-11-2 0-6-1311-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-10], [2:0-1-10,0-4-0], [2:0-0-13,0-0-13], [5:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.40 0.53 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.24 0.02 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-8 REACTIONS.(lb/size)8=867/0-3-8, 2=939/0-3-8 Max Horz 2=344(LC 11) Max Uplift 8=-185(LC 8), 2=-74(LC 11) Max Grav 8=942(LC 2), 2=963(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1054/77, 3-5=-971/188, 5-6=-452/105 BOT CHORD 2-11=-279/729, 9-11=-147/481, 8-9=-96/396 WEBS 3-11=-300/240, 5-11=-191/547, 6-9=-87/453, 6-8=-820/202 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-5-3, Exterior(2) 10-5-3 to 14-8-2, Interior(1) 14-8-2 to 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 2. This connection is for uplift only and does not consider lateral forces. 5) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss B5A Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868203 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:05:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-bces9JYocYq4G9AfqC8h73xFiVUdhT6t8rn9pqyw9rs Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 22 21 20 19 24 25 26 27 28 29 30 3x4 6x8 2x4 3x4 3x6 4x4 3x4 2x4 3x4 3x4 2x4 3x10 2x4 2x4 3x10 2x4 3x10 2x4 2x4 2x4 2x4 2x4 7-3-15 7-3-15 14-6-3 7-2-4 22-0-0 7-5-13 -1-0-0 1-0-0 5-3-7 5-3-7 10-5-3 5-1-12 16-0-14 5-7-10 22-0-0 5-11-2 0-6-1311-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-10], [2:0-1-10,0-4-0], [2:0-0-13,0-0-13], [5:0-6-4,0-1-12], [22:0-2-11,0-1-0], [23:0-2-11,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.30 0.52 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.17 0.02 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 15-21, 7-22 JOINTS 1 Brace at Jt(s): 11, 19, 20, 21, 23 REACTIONS.(lb/size)12=867/0-3-8, 2=939/0-3-8 Max Horz 2=344(LC 11) Max Uplift 12=-185(LC 8), 2=-74(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1031/76, 3-5=-938/187, 5-6=-411/106, 6-7=-409/105, 7-8=-409/105 BOT CHORD 2-18=-279/707, 16-18=-148/453, 15-16=-94/363, 14-15=-94/363, 13-14=-94/363, 12-13=-94/363 WEBS 3-18=-298/238, 5-18=-187/566, 16-21=-97/394, 8-21=-109/408, 8-20=-740/195, 19-20=-755/198, 12-19=-764/198 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-5-3, Exterior(2) 10-5-3 to 14-8-2, Interior(1) 14-8-2 to 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 2. This connection is for uplift only and does not consider lateral forces. 5) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss B6 Truss Type Piggyback Base Qty 3 Ply 1 WF 42 Job Reference (optional) I37868204 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-3oCEMfYQNsywuJlrOwgwfHTOsupcQu?0MVXiMHyw9rr Scale = 1:65.2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 19 6x8 2x4 3x4 3x4 3x4 2x4 3x4 3x4 3x6 7-3-15 7-3-15 14-6-3 7-2-4 22-0-0 7-5-13 5-3-7 5-3-7 10-5-3 5-1-12 16-0-14 5-7-10 22-0-0 5-11-2 0-6-1311-0-012.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-10], [1:0-1-10,0-4-0], [1:0-0-13,0-0-13], [3:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.40 0.53 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.24 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-6 REACTIONS.(lb/size)6=868/0-3-8, 1=868/0-3-8 Max Horz 1=323(LC 11) Max Uplift 6=-186(LC 8), 1=-53(LC 11) Max Grav 6=943(LC 2), 1=904(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1058/83, 2-3=-978/192, 3-4=-453/105 BOT CHORD 1-9=-283/735, 7-9=-148/482, 6-7=-97/397 WEBS 2-9=-300/245, 3-9=-195/555, 4-7=-88/454, 4-6=-821/203 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-5-3, Exterior(2) 10-5-3 to 14-8-2, Interior(1) 14-8-2 to 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 1. This connection is for uplift only and does not consider lateral forces. 5) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss C1 Truss Type Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868205 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-X?mca?Z38A4nWTK2ydB9CU0a6I3j9MU9b9GGujyw9rq Scale = 1:52.1 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 20 21 4x4 3x4 6x8 2x4 4x4 4x6 3x10 2x4 3x4 2x4 4x8 4x4 9-7-1 9-7-1 19-5-0 9-9-15 29-3-0 9-10-0 -1-0-0 1-0-0 4-11-8 4-11-8 9-7-1 4-7-9 15-5-0 5-9-15 21-3-0 5-9-15 27-0-15 5-9-15 29-3-0 2-2-1 0-4-138-4-116-7-08-4-1110.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [4:0-2-4,0-2-0], [8:0-6-4,0-2-0], [10:0-1-8,0-2-4], [11:0-1-11,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.93 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.63 0.05 (loc) 11-13 10-11 10 l/defl >999 >552 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-1 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13, 5-11, 7-11, 8-10 REACTIONS.(lb/size)2=1228/0-3-8, 10=1157/Mechanical Max Horz 2=235(LC 11) Max Uplift 2=-137(LC 11), 10=-166(LC 8) Max Grav 2=1228(LC 1), 10=1213(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1524/236, 3-4=-1320/238, 4-5=-945/226, 5-7=-979/202, 7-8=-1051/230 BOT CHORD 2-13=-283/1107, 11-13=-211/1052, 10-11=-52/271 WEBS 3-13=-252/176, 4-13=-53/540, 5-13=-259/140, 7-11=-376/138, 8-11=-216/1134, 8-10=-1056/225 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-7-1, Exterior(2) 9-7-1 to 13-9-15, Interior(1) 13-9-15 to 27-0-15, Exterior(2) 27-0-15 to 29-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=166. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss C2 Truss Type Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868206 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-?BK?nLahvTCe7cvEVLiOliZj4iPBun0Jqp0pQ9yw9rp Scale = 1:61.6 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 20 21 22 3x4 4x6 6x8 3x4 4x4 3x6 3x4 2x4 2x4 4x8 3x6 9-10-7 9-10-7 19-5-0 9-6-9 29-3-0 9-10-0 -1-0-0 1-0-0 6-1-14 6-1-14 11-11-14 5-10-0 18-4-0 6-4-2 24-8-2 6-4-2 29-3-0 4-6-14 0-4-1310-4-116-7-010-4-1110.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [5:0-3-8,0-1-4], [7:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.48 0.91 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.73 0.05 (loc) 9-10 9-10 9 l/defl >923 >474 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-13 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS 1 Row at midpt 5-10, 6-10, 7-9 REACTIONS.(lb/size)2=1228/0-3-8, 9=1157/Mechanical Max Horz 2=261(LC 11) Max Uplift 2=-149(LC 11), 9=-106(LC 11) Max Grav 2=1251(LC 2), 9=1250(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1552/228, 3-5=-1392/271, 5-6=-869/227, 6-7=-830/212 BOT CHORD 2-12=-291/1175, 10-12=-151/868, 9-10=-68/449 WEBS 3-12=-328/223, 5-12=-124/637, 6-10=-439/164, 7-10=-127/838, 7-9=-1053/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-11-14, Exterior(2) 11-11-14 to 16-2-12 , Interior(1) 16-2-12 to 24-8-2, Exterior(2) 24-8-2 to 29-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=106. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss C3 Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868207 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-TNtN?hbJgnKVlmUQ32DdHv5uc6lsdDaS2TlMycyw9ro Scale: 3/16"=1' 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 20 21 22 23 24 3x4 6x8 6x8 3x4 4x4 4x4 3x10 2x4 3x4 4x4 3x6 9-10-7 9-10-7 12-8-10 2-10-3 19-5-0 6-8-6 29-3-0 9-10-0 -1-0-0 1-0-0 6-6-4 6-6-4 12-8-10 6-2-6 18-4-0 5-7-6 23-11-6 5-7-6 29-3-0 5-3-10 0-4-1311-0-06-7-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [5:0-6-4,0-2-0], [7:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.50 0.95 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.72 0.05 (loc) 9-10 9-10 9 l/defl >957 >482 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-12, 6-10, 7-9 REACTIONS.(lb/size)2=1228/0-3-8, 9=1157/Mechanical Max Horz 2=269(LC 11) Max Uplift 2=-152(LC 11), 9=-113(LC 11) Max Grav 2=1253(LC 2), 9=1274(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1543/224, 3-5=-1392/281, 5-6=-835/252, 6-7=-806/213 BOT CHORD 2-12=-295/1182, 10-12=-127/836, 9-10=-67/496 WEBS 3-12=-351/238, 5-12=-69/575, 6-10=-435/172, 7-10=-118/816, 7-9=-1077/157 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-8-10, Exterior(2) 12-8-10 to 16-11-9, Interior(1) 16-11-9 to 23-11-6, Exterior(2) 23-11-6 to 28-2-4, Interior(1) 28-2-4 to 29-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=113. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss CJ1 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868208 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-xaRlC0bxR5SMNw2cdlksq7e8eWEgMoUcH7VwV2yw9rn Scale = 1:25.2 1 2 3 5 4 6 7 4x4 2x4 3x4 2x4 4x4 Special Special 3-6-15 3-6-15 6-10-15 3-3-15 3-6-15 3-6-15 6-10-15 3-3-15 0-4-134-5-112-5-112-0-02-6-121-10-157.07 12 3.62 12 Plate Offsets (X,Y)-- [1:0-4-0,0-0-4], [2:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.33 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=353/0-3-7, 4=493/Mechanical Max Horz 1=122(LC 7) Max Uplift 1=-76(LC 7), 4=-213(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-828/260 BOT CHORD 1-5=-335/730, 4-5=-343/755 WEBS 2-4=-675/308 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=213. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 50 lb up at 2-9-8, 37 lb down and 24 lb up at 2-9-8, and 119 lb down and 98 lb up at 5-7-7, and 119 lb down and 54 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Special hanger(s) or other connection device(s) shall be provided at 4-2-8 from the left end sufficient to connect trusses to front face of bottom chord, skewed 45.0 deg. to the left, sloping 0.0 deg down.. The design/selection of such special connection device(s) is the responsibility of others. 9) Special hanger(s) or other connection device(s) shall be provided at 4-2-8 from the left end sufficient to connect trusses to back face of bottom chord, skewed 45.0 deg. to the right, sloping 0.0 deg down.. The design/selection of such special connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss CJ1 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868208 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:04 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-xaRlC0bxR5SMNw2cdlksq7e8eWEgMoUcH7VwV2yw9rn LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 6=-78(F=-41, B=-37) 7=-238(F=-119, B=-119) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss CJ2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868209 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Pm?7QMcZCOaD_4dpBTF5MKBIOved5FJlWnET1Uyw9rm Scale = 1:51.7 1 2 3 6 5 4 7 8 9 10 2x4 3x4 2x4 3x4 3x4 4x4 Special Special Special Special 3-5-7 3-5-7 6-10-15 3-5-7 3-5-7 3-5-7 6-10-15 3-5-7 4-10-28-11-06-11-02-0-07-0-11-10-157.07 12 3.62 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [2:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.10 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=452/0-3-7, 4=333/Mechanical Max Horz 6=118(LC 7) Max Uplift 6=-6(LC 3), 4=-204(LC 7) Max Grav 6=504(LC 30), 4=429(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-408/0, 1-2=-256/16 WEBS 1-5=-12/267, 2-4=-316/166 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=204. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 226 lb down at 1-5-10, and 223 lb down and 72 lb up at 4-3-9 on top chord, and 129 lb down and 53 lb up at 1-0-6, and 54 lb down and 27 lb up at 3-10-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-58(B) 8=-15(B) 9=-129(F) 10=-54(F) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss CJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868210 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-uyZVdidBzii4cEC?kAmKvYjTLJ?dqk8vlR_0Zxyw9rl Scale = 1:18.2 1 2 3 4 5 2x4 2x4 3x4 TJC37 3-5-4 3-5-4 -1-6-12 1-6-12 3-5-4 3-5-4 0-6-132-9-37.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=120/Mechanical, 2=271/0-4-9 Max Horz 2=90(LC 7) Max Uplift 4=-57(LC 7), 2=-51(LC 7) Max Grav 4=129(LC 28), 2=271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 6) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-3-8 from the left end to connect truss(es) to front face of bottom chord, skewed 50.2 deg.to the left, sloping 0.0 deg. down. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=-37(F) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss CJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868211 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-M97tq2epk0qxEOnBIuIZRlGe5jKdZBO2z5ja5Nyw9rk Scale = 1:18.2 1 2 3 4 5 2x4 2x4 3x4 TJC37 3-5-4 3-4-13 -1-6-12 1-6-12 3-5-4 3-5-4 0-6-132-9-37.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=120/Mechanical, 2=271/0-4-9 Max Horz 2=90(LC 7) Max Uplift 4=-57(LC 7), 2=-51(LC 7) Max Grav 4=129(LC 28), 2=271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 6) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-3-8 from the left end to connect truss(es) to back face of bottom chord, skewed 50.2 deg.to the right, sloping 0.0 deg. down. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=-37(B) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss D1 Truss Type Common Qty 2 Ply 1 WF 42 Job Reference (optional) I37868212 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-qLhG2OfSVJyorXMOsbpo_zooC7X4IbRBClT7epyw9rj Scale = 1:54.0 1 2 3 4 5 6 7 8 9 10 11 4x4 3x4 3x4 5x8 2x4 2x4 10-0-0 10-0-0 20-0-0 10-0-0 -1-0-0 1-0-0 5-1-15 5-1-15 10-0-0 4-10-1 14-10-1 4-10-1 20-0-0 5-1-15 0-4-138-8-130-4-1310.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-8], [6:0-1-9,0-1-8], [7:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.31 0.62 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.36 0.03 (loc) 6-7 6-7 6 l/defl >999 >654 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=786/0-3-8, 2=859/0-3-8 Max Horz 2=172(LC 8) Max Uplift 6=-100(LC 12), 2=-122(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-963/158, 3-4=-751/165, 4-5=-751/171, 5-6=-964/166 BOT CHORD 2-7=-144/705, 6-7=-68/688 WEBS 4-7=-120/584, 5-7=-280/189, 3-7=-274/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 19-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss D3 Truss Type Common Supported Gable Qty 1 Ply 1 WF 42 Job Reference (optional) I37868213 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-IXFeFkf4Fd4fThxaQJK1XAL1uX0b14DLRPChAFyw9ri Scale = 1:55.1 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 3x4 4x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-0-0 20-0-0 -1-0-0 1-0-0 10-0-0 10-0-0 20-0-0 10-0-0 0-4-138-8-130-4-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [13:0-2-1,0-1-8], [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.06 0.03 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-18 REACTIONS.All bearings 20-0-0. (lb) - Max Horz 2=172(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 13, 2, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 13, 2, 18, 19, 20, 21, 22, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 10-0-0, Corner(3) 10-0-0 to 13-0-0, Exterior(2) 13-0-0 to 20-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 2, 19, 20, 21, 22, 17, 16, 15, 14. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss D4 Truss Type Common Qty 1 Ply 1 WF 42 Job Reference (optional) I37868214 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-mkp0T4gi0xCW5rWmz0rG3Ou0NwDJmTQUf3yEiiyw9rh Scale = 1:52.9 1 2 3 4 5 6 7 8 9 10 11 5x6 5x6 2x4 4x6 7-9-0 7-9-0 15-6-0 7-9-0 -1-0-0 1-0-0 7-9-0 7-9-0 15-6-0 7-9-0 0-6-138-3-130-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-1-10,0-4-0], [4:0-0-13,0-0-13], [4:0-1-10,0-4-0], [4:0-3-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.64 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.15 -0.25 0.01 (loc) 2-5 2-5 4 l/defl >999 >715 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=679/0-4-8, 4=602/0-4-8 Max Horz 2=164(LC 8) Max Uplift 2=-90(LC 11), 4=-72(LC 11) Max Grav 2=714(LC 2), 4=650(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-704/360, 3-4=-671/359 BOT CHORD 2-5=-131/427, 4-5=-131/427 WEBS 3-5=-333/473 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-9-0, Exterior(2) 7-9-0 to 10-9-0, Interior(1) 10-9-0 to 15-3-12 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss D5 Truss Type Common Qty 2 Ply 1 WF 42 Job Reference (optional) I37868215 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-EwMOgQhKnEKNi?5zXkMVcbQDnKcpVwKeujhnE8yw9rg Scale = 1:55.0 1 2 3 4 6 5 7 8 9 10 6x8 2x4 4x8 2x4 3x4 5-1-13 5-1-13 10-5-8 5-3-11 -1-0-0 1-0-0 7-9-0 7-9-0 10-5-8 2-8-8 0-6-138-3-135-7-512.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-1-10,0-4-0], [2:0-3-4,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.43 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.08 0.00 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size)2=480/0-4-8, 5=401/0-3-8 Max Horz 2=217(LC 11) Max Uplift 2=-33(LC 11), 5=-115(LC 11) Max Grav 2=480(LC 1), 5=405(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/210 WEBS 3-6=-264/224, 3-5=-385/241 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-9-0, Exterior(2) 7-9-0 to 10-3-12 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss D6 Truss Type Common Qty 1 Ply 1 WF 42 Job Reference (optional) I37868216 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-i6wmumiyYYSDK9g95Rtk8pzSWk_xEOun7NRLnayw9rf Scale = 1:54.5 1 2 3 5 4 6 7 8 9 5x6 2x4 2x4 4x6 3x4 5-1-13 5-1-13 10-5-8 5-3-11 7-9-0 7-9-0 10-5-8 2-8-8 0-6-138-3-135-7-512.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-10], [1:0-1-10,0-4-0], [1:0-0-13,0-0-13], [2:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.42 0.31 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.07 0.00 (loc) 4-5 1-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 2-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS.(lb/size)1=405/0-4-8, 4=405/0-3-8 Max Horz 1=197(LC 11) Max Uplift 1=-31(LC 7), 4=-117(LC 11) Max Grav 1=405(LC 1), 4=409(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-417/199 WEBS 2-4=-388/241 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-4 to 3-2-4, Interior(1) 3-2-4 to 7-9-0, Exterior(2) 7-9-0 to 10-3-12 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 4. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868217 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-fV2XIRjC49ixaSpXCswCEE2fLYUsiF94agwSrTyw9rd Scale = 1:80.7 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 5x8 6x12 MT20HS 6x8 8x8 4x6 3x6 2x4 4x6 5x8 8x10 5x8 2x4 4x8 8x10 4x8 2x4 4x8 2x4 4x8 6-6-4 6-6-4 12-1-7 5-7-3 12-8-10 0-7-3 16-3-8 3-6-14 23-11-6 7-7-14 24-6-9 0-7-3 32-1-3 7-6-10 39-8-5 7-7-2 44-8-0 4-11-11 -1-0-0 1-0-0 6-6-4 6-6-4 12-1-7 5-7-3 16-3-8 4-2-1 24-6-9 8-3-1 28-1-3 3-6-10 32-1-3 4-0-0 36-1-3 4-0-0 39-8-5 3-7-2 44-8-0 4-11-11 45-8-0 1-0-0 0-4-137-6-810-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-4], [3:0-4-0,0-3-4], [4:0-6-4,0-2-0], [6:0-9-4,0-2-4], [7:0-4-0,0-3-4], [9:Edge,0-3-8], [11:0-1-10,0-0-6], [13:0-5-8,Edge], [14:0-1-12,0-2-0], [17:0-7-4,0-4-0], [19:0-1-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.91 0.98 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.80 0.50 (loc) 16-17 16-17 11 l/defl >999 >663 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 238 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SP 2400F 2.0E, 7-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17,11-13: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-0-14 max.): 4-6, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19 2-2-0 oc bracing: 14-16. 1 Row at midpt 5-17 WEBS 1 Row at midpt 4-19, 5-16, 7-16 REACTIONS.(lb/size)2=1844/0-3-8, 11=1844/0-3-8 Max Horz 2=212(LC 10) Max Uplift 2=-202(LC 11), 11=-269(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2500/389, 3-4=-2116/425, 4-5=-2303/452, 5-6=-2407/466, 6-7=-3139/559, 7-8=-3098/528, 8-9=-3098/529, 9-10=-4550/772, 10-11=-4715/648 BOT CHORD 2-21=-284/1810, 19-21=-284/1810, 5-17=-602/212, 16-17=-331/2321, 14-16=-393/3523, 13-14=-216/2325, 11-13=-453/3777 WEBS 3-19=-424/205, 4-19=-518/98, 17-19=-245/1735, 4-17=-229/1741, 6-16=-238/1622, 7-16=-1972/382, 7-14=-696/127, 8-14=-286/115, 9-14=-187/1266, 9-13=-358/1993 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 12-1-7, Exterior(2) 12-1-7 to 16-7-1, Interior(1) 16-7-1 to 24-6-9, Exterior(2) 24-6-9 to 28-1-3, Interior(1) 28-1-3 to 36-1-3, Exterior(2) 36-1-3 to 40-6-12, Interior(1) 40-6-12 to 45-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 11. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E2 Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868218 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-qcDhcCs6UY5NO99fMgcnAY0aAzFfn9Ki6u4XkKyw9rS Scale = 1:90.4 1 2 3 4 5 6 7 8 9 10 11 1222 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 5x6 6x8 6x8 4x6 8x10 5x10 4x6 5x6 3x4 6x12 MT20HS 4x6 3x4 3x4 8x10 5x6 8x10 2x4 5x8 4x4 4x4 2x4 6-1-0 6-1-0 6-2-12 0-1-12 12-7-4 6-4-8 18-2-7 5-7-3 22-4-8 4-2-1 34-0-14 11-8-6 45-9-5 11-8-6 50-9-0 4-11-11 -1-0-0 1-0-0 4-1-7 4-1-7 6-1-0 1-11-9 12-7-4 6-6-4 18-2-7 5-7-3 22-4-8 4-2-1 30-6-1 8-1-9 38-7-9 8-1-9 45-9-5 7-1-12 50-9-0 4-11-11 0-4-133-10-08-6-010-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-1], [5:0-5-4,0-3-0], [6:0-5-12,0-3-0], [10:0-6-4,0-4-0], [12:0-2-8,Edge], [13:0-6-4,0-4-4], [16:0-3-0,0-3-8], [18:0-2-0,0-2-8], [21:Edge,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.81 0.97 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.86 0.30 (loc) 13-14 13-14 12 l/defl >999 >622 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 308 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF Stud/No.3 BOT CHORD 2x6 SPF No.2 *Except* 4-21,7-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, except 2-0-0 oc purlins (4-7-2 max.): 3-5, 6-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-16 WEBS 1 Row at midpt 5-21, 6-18, 9-16, 9-14, 10-13 REACTIONS.(lb/size)12=1750/0-3-8, 2=138/0-3-0, 21=2218/0-3-8 Max Horz 2=189(LC 10) Max Uplift 12=-200(LC 12), 2=-98(LC 12), 21=-301(LC 8) Max Grav 12=1750(LC 1), 2=155(LC 22), 21=2218(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-122/289, 3-4=-114/290, 4-5=-115/258, 5-6=-2037/433, 6-7=-2195/461, 7-9=-2203/461, 9-10=-2359/440, 10-11=-4927/918, 11-12=-4946/713 BOT CHORD 21-22=-658/191, 4-22=-432/155, 20-21=-227/1658, 18-20=-228/1655, 7-16=-371/150, 14-16=-310/2442, 13-14=-162/1948, 12-13=-531/4044 WEBS 5-21=-2356/356, 5-18=-288/165, 6-18=-547/149, 16-18=-198/1656, 6-16=-224/1634, 9-16=-421/95, 9-14=-449/210, 10-14=-127/899, 10-13=-524/2686, 11-13=-361/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 9-2-5, Interior(1) 9-2-5 to 18-2-7, Exterior(2) 18-2-7 to 23-3-5, Interior(1) 23-3-5 to 38-7-9, Exterior(2) 38-7-9 to 43-8-7, Interior(1) 43-8-7 to 50-7-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12, 2, and 21. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E3 Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868219 8.220 s Mar 22 2019 MiTek Industries, Inc. Mon Jul 22 09:09:08 2019 Page 1 ID:juL00LztqpGMuADZjRpv0_ywd8s-AV_lCTOcjawGZba4GFNi71irlhZqsCIndgZUWHyvZ7v Scale = 1:89.2 12 3 4 5 6 7 8 9 10 11 1221 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 5x10 6x8 6x8 4x6 8x10 5x10 4x6 3x6 5x12 MT20HS 6x8 3x4 3x4 8x10 5x6 8x10 5x8 4x4 4x4 2x4 6-1-0 6-1-0 6-2-12 0-1-12 18-2-7 11-11-11 22-4-8 4-2-1 34-0-14 11-8-6 45-9-5 11-8-6 50-9-0 4-11-11 -1-0-0 1-0-0 6-1-0 6-1-0 6-6-4 0-5-4 15-0-0 8-5-13 18-2-7 3-2-7 22-4-8 4-2-1 30-6-1 8-1-9 38-7-9 8-1-9 45-9-5 7-1-12 50-9-0 4-11-11 0-4-135-10-08-6-010-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [3:0-2-4,0-0-0], [4:0-6-11,0-2-14], [4:0-1-7,0-1-12], [6:0-5-12,0-3-0], [10:0-6-4,0-4-0], [12:0-2-8,Edge], [13:0-6-8,0-4-8], [16:0-2-4,0-4-8], [18:0-1-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.98 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.86 0.28 (loc) 13-14 13-14 12 l/defl >999 >616 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 303 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SPF Stud/No.3 BOT CHORD 2x6 SPF No.2 *Except* 3-20,7-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-20: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except 2-0-0 oc purlins (4-6-5 max.): 4-5, 6-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-16 WEBS 1 Row at midpt 6-18, 9-16, 9-14, 10-13, 5-20 REACTIONS.(lb/size)12=1751/0-3-8, 2=140/0-3-0, 20=2215/0-3-8 Max Horz 2=189(LC 10) Max Uplift 12=-206(LC 12), 2=-140(LC 12), 20=-295(LC 8) Max Grav 12=1779(LC 2), 2=212(LC 19), 20=2215(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 22-23=-170/254, 3-23=-157/366, 5-6=-2125/478, 6-7=-2290/484, 7-25=-2300/485, 8-25=-2300/485, 8-9=-2300/485, 9-26=-2425/453, 10-26=-2425/453, 10-27=-4964/928, 11-27=-5021/900, 11-12=-5042/723 BOT CHORD 20-21=-689/187, 3-21=-586/185, 20-28=-213/1660, 19-28=-213/1660, 19-29=-213/1660, 18-29=-213/1660, 7-16=-379/146, 16-30=-299/2522, 15-30=-299/2522, 15-31=-299/2522, 14-31=-299/2522, 14-32=-168/1995, 32-33=-168/1995, 13-33=-168/1996, 12-13=-547/4123 WEBS 6-18=-411/148, 9-16=-374/67, 9-14=-450/205, 10-14=-121/936, 10-13=-531/2727, 11-13=-361/311, 5-20=-2273/346, 6-16=-246/1574, 16-18=-167/1844 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 4-0-14, Interior(1) 4-0-14 to 6-6-4, Exterior(2) 6-6-4 to 11-7-2, Interior(1) 11-7-2 to 18-2-7, Exterior(2) 18-2-7 to 23-3-5, Interior(1) 23-3-5 to 38-7-9, Exterior(2) 38-7-9 to 43-8-7, Interior(1) 43-8-7 to 50-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12, 2, and 20. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Timberland Home Center, Brazil, IN - 47834, July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E4 Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868220 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-EBuqEEu_nTTyFcuE1oAUoBe6pBK0_Tj8osJBLfyw9rP Scale = 1:90.1 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 27 28 29 30 8x8 5x6 8x8 4x6 10x12 MT20HS 5x8 4x6 4x6 8x10 4x4 5x8 2x4 4x8 4x4 2x4 4x8 2x4 4x6 6-2-12 6-2-12 16-1-6 9-10-10 26-0-0 9-10-10 35-10-10 9-10-10 45-9-5 9-10-11 50-9-0 4-11-11 -1-0-0 1-0-0 8-11-0 8-11-0 17-4-13 8-5-13 18-2-7 0-9-10 23-3-11 5-1-5 28-5-0 5-1-5 33-6-5 5-1-5 38-7-9 5-1-5 45-9-5 7-1-12 50-9-0 4-11-11 0-4-137-10-08-6-010-6-00-4-132-0-08-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [2:0-2-5,0-1-15], [3:0-2-15,Edge], [4:0-3-0,0-2-12], [5:0-6-0,0-3-12], [10:0-8-12,0-2-12], [12:0-2-8,Edge], [13:0-6-4,0-4-4], [16:0-2-10,0-2-0], [17:0-2-8 ,0-2-0], [19:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.73 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.69 0.30 (loc) 13-14 13-14 12 l/defl >999 >769 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 305 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, except 2-0-0 oc purlins (4-10-0 max.): 3-4, 5-10. BOT CHORD Rigid ceiling directly applied or 5-11-7 oc bracing. WEBS 1 Row at midpt 3-19, 4-17, 6-16, 7-16, 7-14, 9-14 REACTIONS.(lb/size)12=1638/0-3-8, 2=-723/0-3-0, 19=3191/0-3-8 (req. 0-5-4) Max Horz 2=189(LC 10) Max Uplift 12=-183(LC 12), 2=-882(LC 25), 19=-337(LC 11) Max Grav 12=1643(LC 2), 2=159(LC 7), 19=3328(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-243/1785, 3-4=-1280/288, 4-5=-1831/432, 5-6=-2186/452, 6-7=-2119/421, 7-9=-2107/423, 9-10=-2040/400, 10-11=-4592/863, 11-12=-4585/656 BOT CHORD 2-19=-1264/327, 16-17=-246/1472, 14-16=-307/2180, 13-14=-157/1811, 12-13=-493/3756 WEBS 3-19=-3168/532, 3-17=-319/2050, 4-17=-1306/351, 5-16=-184/1087, 6-16=-279/116, 7-16=-330/96, 9-14=-309/133, 10-14=-141/805, 10-13=-510/2501, 11-13=-370/310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 4-0-14, Interior(1) 4-0-14 to 8-11-0, Exterior(2) 8-11-0 to 13-11-15, Interior(1) 13-11-15 to 18-2-7, Exterior(2) 18-2-7 to 23-2-12, Interior(1) 23-2-12 to 38-7-9, Exterior(2) 38-7-9 to 43-8-7, Interior(1) 43-8-7 to 50-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 19 greater than input bearing size. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 19. This connection is for uplift only and does not consider lateral forces. 9) Two RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E5 Truss Type Piggyback Base Qty 2 Ply 1 WF 42 Job Reference (optional) I37868221 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Ba0afvwFJ4jgUw2c8DCytcjPj_?eSNpRGAoIPXyw9rN Scale = 1:88.5 12 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 6x8 4x6 5x6 5x8 4x6 4x6 6x8 4x4 5x6 4x4 4x4 4x4 4x8 4x6 5x6 2x4 6-2-12 6-2-12 16-1-6 9-10-10 26-0-0 9-10-10 35-10-10 9-10-10 45-9-5 9-10-11 50-9-0 4-11-11 -1-0-0 1-0-0 3-8-13 3-8-13 9-8-10 5-11-13 19-4-5 9-7-11 28-11-15 9-7-10 38-7-9 9-7-10 45-9-5 7-1-12 50-9-0 4-11-11 0-4-138-6-010-6-00-4-132-0-08-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [2:0-2-5,0-1-15], [4:0-4-0,0-2-4], [8:0-3-4,0-2-12], [9:0-2-0,0-2-0], [10:0-2-8,Edge], [11:0-4-0,0-4-0], [12:0-1-10,0-2-0], [17:0-1-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.88 0.79 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.55 0.30 (loc) 12-14 11-12 10 l/defl >999 >976 n/a L/d 240 180 n/a PLATES MT20 Weight: 277 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SPF Stud/No.3 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except 2-0-0 oc purlins (4-6-6 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-17. WEBS 1 Row at midpt 4-17, 5-15, 7-14, 7-12, 9-12 REACTIONS.(lb/size)10=1698/0-3-8, 2=-288/0-3-0, 17=2696/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-4-5) Max Horz 2=187(LC 10) Max Uplift 10=-196(LC 7), 2=-463(LC 25), 17=-340(LC 8) Max Grav 10=1698(LC 1), 2=72(LC 7), 17=2759(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-111/837, 3-4=-91/1013, 4-5=-1435/307, 5-7=-2261/434, 7-8=-2037/407, 8-9=-2319/411, 9-10=-4761/710 BOT CHORD 2-17=-611/250, 15-17=-149/444, 14-15=-363/1847, 12-14=-380/2319, 11-12=-484/3474, 10-11=-541/3907 WEBS 4-17=-2508/389, 4-15=-278/1767, 5-15=-1197/302, 5-14=-67/653, 7-14=-310/117, 7-12=-526/227, 8-12=-107/1040, 9-12=-1805/386, 9-11=-161/1641, 3-17=-290/191 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 4-0-14, Interior(1) 4-0-14 to 9-8-10, Exterior(2) 9-8-10 to 16-10-12, Interior(1) 16-10-12 to 38-7-9, Exterior(2) 38-7-9 to 45-7-9, Interior(1) 45-7-9 to 50-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=463. 7) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17. This connection is for uplift only and does not consider lateral forces. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E6 Truss Type Piggyback Base Qty 2 Ply 1 WF 42 Job Reference (optional) I37868222 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-fmaytFwt4OsX64dpiwjBQpFgYOI5Bu2aUqXry_yw9rM Scale = 1:67.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 3x4 5x6 3x6 6x8 2x4 3x4 6x8 3x6 3x4 3x4 3x4 2x4 4x8 4x8 3x4 3x6 8-6-8 8-6-8 17-5-7 8-10-15 26-4-6 8-10-15 35-6-13 9-2-7 4-2-7 4-2-7 8-1-7 3-10-15 8-6-8 0-5-1 14-10-8 6-4-0 21-2-9 6-4-0 27-6-9 6-4-0 33-10-9 6-4-0 35-6-13 1-8-4 3-8-1310-6-07-1-22-0-010-6-010.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-3-0,0-2-1], [8:0-6-4,0-2-0], [11:0-1-8,0-1-12], [14:0-2-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.50 0.97 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.58 0.11 (loc) 10-11 13-14 10 l/defl >999 >725 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-11, 7-11, 2-16, 8-10 REACTIONS.(lb/size)16=1411/0-5-8, 10=1411/Mechanical Max Horz 16=179(LC 11) Max Uplift 16=-163(LC 8), 10=-242(LC 8) Max Grav 16=1411(LC 1), 10=1495(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1495/326, 3-4=-1123/286, 4-5=-1614/314, 5-7=-1242/240, 7-8=-1293/259 BOT CHORD 13-14=-331/1553, 11-13=-315/1537, 10-11=-54/264 WEBS 4-14=-732/195, 4-13=0/255, 5-11=-557/152, 7-11=-413/151, 8-11=-300/1521, 2-16=-1613/260, 8-10=-1336/300, 14-16=-279/892, 2-14=-96/425, 3-14=-109/665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-8-7, Interior(1) 3-8-7 to 8-1-7, Exterior(2) 8-1-7 to 13-1-13, Interior(1) 13-1-13 to 33-10-9, Exterior(2) 33-10-9 to 35-5-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=242. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 16. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E7 Truss Type Piggyback Base Qty 2 Ply 1 WF 42 Job Reference (optional) I37868223 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-7y8K4bxVrh_OkDB?GeEQy1omzodKwKAjjUHPUQyw9rL Scale = 1:83.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 3x4 5x6 3x6 5x6 3x6 3x4 6x8 4x8 6x8 5x8 3x6 3x6 3x6 3x6 3x6 3x6 4x8 4x6 4x8 4x8 8-6-8 8-6-8 16-7-15 8-1-7 24-9-6 8-1-7 32-10-13 8-1-7 41-0-5 8-1-8 46-0-0 4-11-11 4-6-1 4-6-1 8-1-7 3-7-6 14-10-5 6-8-14 21-0-0 6-1-11 27-1-11 6-1-11 33-10-9 6-8-14 41-0-5 7-1-12 46-0-0 4-11-11 47-0-0 1-0-0 3-8-1310-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-0,0-2-14], [8:0-3-0,0-2-1], [10:0-2-0,0-2-0], [11:0-1-11,Edge], [13:0-4-0,0-3-4], [19:0-2-0,Edge], [21:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.97 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.69 0.46 (loc) 14-16 14-16 11 l/defl >999 >798 n/a L/d 240 180 n/a PLATES MT20 Weight: 250 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 17-19,11-13,13-15: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-15 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-18,14-16. WEBS 1 Row at midpt 5-18, 5-16, 7-14, 10-14, 2-21, 4-19 REACTIONS.(lb/size)11=1898/0-3-8, 21=1827/0-5-8 Max Horz 21=-214(LC 12) Max Uplift 11=-203(LC 12), 21=-195(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2013/384, 3-4=-1536/325, 4-5=-2451/455, 5-7=-2616/480, 7-8=-2104/418, 8-10=-2663/437, 10-11=-4926/699 BOT CHORD 3-19=-148/1007, 18-19=-404/2312, 16-18=-417/2611, 14-16=-363/2535, 13-14=-450/3530, 11-13=-504/3964 WEBS 2-19=-107/597, 4-18=-65/671, 5-18=-407/134, 7-16=-45/342, 7-14=-819/248, 8-14=-144/1296, 10-14=-1657/346, 10-13=-158/1662, 2-21=-2184/303, 19-21=-287/1232, 4-19=-1283/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-6-1, Interior(1) 4-6-1 to 8-3-0, Exterior(2) 8-3-0 to 14-10-5, Interior(1) 14-10-5 to 33-10-9, Exterior(2) 33-10-9 to 40-4-10, Interior(1) 40-4-10 to 47-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 21. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E8 Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868224 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-3LF5VHzlNJE6zXLNN3Hu2Rt7YcJFOEb0BomVYJyw9rJ Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 3x4 5x8 3x6 5x6 3x6 3x4 4x8 6x8 5x8 5x10 3x6 4x8 3x4 3x6 3x6 3x6 4x8 4x6 4x8 4x6 8-4-8 8-4-8 16-5-15 8-1-7 24-7-6 8-1-7 32-8-13 8-1-7 40-10-5 8-1-8 45-10-0 4-11-11 4-5-1 4-5-1 7-11-7 3-6-6 14-8-5 6-8-14 20-10-0 6-1-11 26-11-11 6-1-11 33-8-9 6-8-14 40-10-5 7-1-12 45-10-0 4-11-11 46-10-0 1-0-0 3-10-810-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-2-4,0-2-8], [8:0-3-0,0-2-1], [10:0-2-0,0-2-0], [11:0-1-11,Edge], [13:0-4-0,0-3-4], [18:0-3-6,0-2-0], [19:0-6-0,0-0-8], [21:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 1.00 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.68 0.45 (loc) 16-18 16-18 11 l/defl >999 >806 n/a L/d 240 180 n/a PLATES MT20 Weight: 247 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 11-13,13-15: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-8 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. Except: 1 Row at midpt 3-19 WEBS 1 Row at midpt 4-18, 5-18, 5-16, 7-14, 10-14, 2-21 REACTIONS.(lb/size)11=1891/0-3-8, 21=1821/0-3-8 Max Horz 21=-216(LC 12) Max Uplift 11=-202(LC 12), 21=-196(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1981/379, 3-4=-2467/481, 4-5=-2393/451, 5-7=-2582/477, 7-8=-2081/416, 8-10=-2650/436, 10-11=-4907/696 BOT CHORD 18-19=-292/1540, 16-18=-414/2567, 14-16=-361/2504, 13-14=-447/3516, 11-13=-502/3949 WEBS 2-19=-109/621, 4-18=-434/157, 5-18=-419/135, 7-16=-44/331, 7-14=-806/247, 8-14=-143/1279, 10-14=-1653/345, 10-13=-157/1657, 2-21=-2177/301, 19-21=-279/1214, 3-18=-310/1397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-8-12, Interior(1) 4-8-12 to 8-1-0, Exterior(2) 8-1-0 to 14-8-5, Interior(1) 14-8-5 to 33-8-9, Exterior(2) 33-8-9 to 40-2-5, Interior(1) 40-2-5 to 46-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 21. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E9 Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868225 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-XXpTidzN8cMzbhwaxmo7afQJt?fY7hGAPSV35lyw9rI Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 27 28 29 30 3x4 6x8 3x6 5x6 3x6 3x4 3x4 6x8 6x8 5x8 4x8 3x6 8x8 3x6 3x6 5x8 4x6 4x6 7-4-8 7-4-8 14-5-8 7-1-0 23-3-2 8-9-10 32-0-11 8-9-9 40-10-5 8-9-10 45-10-0 4-11-11 4-5-1 4-5-1 7-11-7 3-6-6 14-5-8 6-6-1 20-8-2 6-2-10 26-10-12 6-2-10 33-8-9 6-9-13 40-10-5 7-1-12 45-10-0 4-11-11 46-10-0 1-0-0 3-10-810-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-12], [8:0-3-0,0-2-1], [10:0-2-0,0-2-0], [11:0-2-7,0-1-4], [13:0-3-4,Edge], [14:0-4-0,0-3-0], [15:0-4-0,Edge], [16:0-2-4,Edge], [18:0-2-0,0-2-0], [19:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 1.00 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.71 0.43 (loc) 14-15 15-16 11 l/defl >999 >765 n/a L/d 240 180 n/a PLATES MT20 Weight: 257 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9,9-12: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 15-16,13-14,14-15: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18 2-2-0 oc bracing: 11-13. 1 Row at midpt 4-16 WEBS 1 Row at midpt 3-18, 5-16, 5-15, 7-14, 10-14, 2-19 REACTIONS.(lb/size)11=1891/0-3-8, 19=1821/0-3-8 Max Horz 19=-216(LC 12) Max Uplift 11=-202(LC 12), 19=-197(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1579/369, 3-4=-2194/440, 4-5=-2198/438, 5-7=-2575/476, 7-8=-2129/420, 8-10=-2601/429, 10-11=-4918/701 BOT CHORD 18-19=-232/1010, 4-16=-416/153, 15-16=-416/2531, 14-15=-363/2473, 13-14=-454/3526, 11-13=-508/3961 WEBS 2-18=-122/525, 3-18=-631/148, 16-18=-242/1283, 3-16=-263/1644, 5-16=-582/140, 7-15=-51/301, 7-14=-732/244, 8-14=-141/1247, 10-14=-1693/356, 10-13=-156/1670, 2-19=-1876/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-8-12, Interior(1) 4-8-12 to 7-11-7, Exterior(2) 7-11-7 to 14-3-12, Interior(1) 14-3-12 to 33-8-9, Exterior(2) 33-8-9 to 40-2-5, Interior(1) 40-2-5 to 46-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 19. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E10 Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868226 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-7hcvWnkrrTroBcOkmZRRmRbroxqmRfODpKf?Nvyw9rc Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 34 35 3x4 5x6 3x6 5x6 5x6 4x8 3x4 3x4 8x10 6x8 3x10 3x6 3x6 2x4 5x6 4x6 5x12 MT20HS 3x10 5x10 4x8 5x8 8-10-4 8-10-4 17-5-0 8-6-12 25-11-12 8-6-12 34-6-8 8-6-12 40-10-5 6-3-13 45-10-0 4-11-11 4-5-1 4-5-1 7-11-7 3-6-6 14-11-9 7-0-2 21-4-7 6-4-15 28-4-9 7-0-2 29-8-15 1-4-6 34-6-8 4-9-9 35-0-15 0-6-7 40-2-15 5-2-0 40-10-5 0-7-6 45-10-0 4-11-11 46-10-0 1-0-0 3-10-89-4-610-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-1], [7:0-3-0,0-2-1], [10:0-3-0,0-2-1], [11:0-2-0,0-2-0], [12:0-1-11,Edge], [14:0-4-0,0-3-4], [15:0-4-4,Edge], [17:0-2-6,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 1.00 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.69 0.41 (loc) 17-19 17-19 12 l/defl >999 >787 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 272 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-13 max.): 3-7, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-21 1-4-12 oc bracing: 14-15. WEBS 1 Row at midpt 4-21, 6-19, 8-17, 11-15, 2-22, 7-19, 8-15 REACTIONS.(lb/size)22=1821/0-3-8, 12=1891/0-3-8 Max Horz 22=-216(LC 12) Max Uplift 22=-192(LC 8), 12=-249(LC 12) Max Grav 22=1867(LC 2), 12=1891(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1672/359, 3-4=-1312/314, 4-6=-1959/420, 6-7=-2089/470, 7-8=-2238/477, 8-9=-2192/419, 9-10=-2199/418, 10-11=-2797/465, 11-12=-4889/669 BOT CHORD 21-22=-231/1020, 19-21=-320/1830, 17-19=-241/1965, 14-15=-423/3496, 12-14=-476/3928 WEBS 2-21=-114/532, 3-21=-130/783, 4-21=-1076/236, 4-19=-46/551, 6-19=-438/162, 7-17=-189/1058, 8-17=-1490/291, 10-15=-222/1376, 11-15=-1529/291, 2-22=-1859/284, 7-19=-180/348, 15-17=-295/2321, 8-15=-335/120, 11-14=-151/1650 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-8-12, Interior(1) 4-8-12 to 7-11-7, Exterior(2) 7-11-7 to 12-6-7, Interior(1) 12-6-7 to 28-4-9, Exterior(2) 28-4-9 to 29-8-15, Interior(1) 29-8-15 to 35-0-15, Exterior(2) 35-0-15 to 39-7-15, Interior(1) 39-7-15 to 46-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22 and 12. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E11 Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868227 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-34kfxTl5N45WRwY6u_TvrsgC9lXEvVXWGe86Soyw9ra Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 34 3x4 5x6 3x6 6x8 8x8 4x6 3x4 3x4 6x10 6x8 5x8 3x10 3x6 3x6 3x4 5x6 2x4 5x12 MT20HS 3x10 5x10 3x6 8-10-4 8-10-4 17-5-0 8-6-12 25-11-12 8-6-12 34-6-8 8-6-12 40-10-5 6-3-13 45-10-0 4-11-11 4-5-1 4-5-1 7-11-7 3-6-6 14-11-9 7-0-2 21-4-7 6-4-15 28-4-9 7-0-2 32-1-11 3-9-2 34-6-8 2-4-13 37-5-11 2-11-3 41-5-5 3-11-10 45-10-0 4-4-11 46-10-0 1-0-0 3-10-87-4-610-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-1], [7:0-3-0,0-2-1], [10:Edge,0-3-8], [12:0-1-11,Edge], [14:0-3-12,0-3-0], [15:0-3-0,0-3-4], [17:0-2-1,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.81 0.94 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.77 0.43 (loc) 17-19 17-19 12 l/defl >999 >710 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 266 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-11 max.): 3-7, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-21,17-19. WEBS 1 Row at midpt 4-21, 6-19, 8-17, 2-22, 7-19 REACTIONS.(lb/size)12=1891/0-3-8, 22=1821/0-3-8 Max Horz 22=-216(LC 12) Max Uplift 12=-249(LC 12), 22=-183(LC 8) Max Grav 12=1891(LC 1), 22=1867(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1672/362, 3-4=-1312/316, 4-6=-1960/422, 6-7=-2090/467, 7-8=-2342/469, 8-9=-3070/523, 9-10=-3092/524, 10-11=-4636/743, 11-12=-4818/686 BOT CHORD 21-22=-226/1020, 19-21=-306/1830, 17-19=-215/1961, 14-15=-237/2439, 12-14=-492/3854 WEBS 2-21=-114/532, 3-21=-131/782, 4-21=-1076/235, 4-19=-47/556, 6-19=-445/165, 7-17=-158/1076, 8-17=-2082/383, 10-15=-185/1246, 10-14=-308/1951, 2-22=-1858/282, 7-19=-195/357, 15-17=-354/3109 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-8-12, Interior(1) 4-8-12 to 7-11-7, Exterior(2) 7-11-7 to 12-6-7, Interior(1) 12-6-7 to 28-4-9, Exterior(2) 28-4-9 to 32-1-11, Interior(1) 32-1-11 to 37-5-11, Exterior(2) 37-5-11 to 42-0-11, Interior(1) 42-0-11 to 46-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 22. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E12 Truss Type Piggyback Base Qty 2 Ply 1 WF 42 Job Reference (optional) I37868228 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-XGH28pmj8ODN247JRi_8O4DRH9vNeyZgVIuf_Eyw9rZ Scale = 1:64.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 5x6 4x6 3x4 5x6 4x4 3x4 3x6 3x10 3x4 3x4 3x4 4x4 3x6 3x6 8-9-0 8-9-0 17-2-8 8-5-8 25-8-0 8-5-8 34-5-0 8-9-0 7-11-7 7-11-7 14-9-2 6-9-11 21-6-14 6-9-11 28-4-9 6-9-11 34-5-0 6-0-7 3-10-810-6-05-5-1010-6-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [6:0-3-0,0-2-1], [9:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.53 0.82 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.45 0.05 (loc) 8-9 8-9 8 l/defl >999 >914 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-5 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-9, 6-8 REACTIONS.(lb/size)14=1365/0-3-8, 8=1365/Mechanical Max Horz 14=123(LC 8) Max Uplift 14=-138(LC 8), 8=-149(LC 7) Max Grav 14=1366(LC 2), 8=1483(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1287/238, 2-3=-923/250, 3-5=-1252/283, 5-6=-959/234, 1-14=-1298/236 BOT CHORD 11-13=-235/1215, 9-11=-208/1174, 8-9=-96/718 WEBS 2-13=-58/445, 3-13=-619/189, 5-9=-637/204, 6-9=-138/958, 1-13=-127/919, 6-8=-1370/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-7-1, Interior(1) 3-7-1 to 7-11-7, Exterior(2) 7-11-7 to 12-9-13, Interior(1) 12-9-13 to 28-4-9, Exterior(2) 28-4-9 to 33-3-0, Interior(1) 33-3-0 to 34-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=149. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E13 Truss Type Piggyback Base Qty 1 Ply 1 WF 42 Job Reference (optional) I37868229 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-?SrQM9nLviLEgEiV?PVNxHmYWZC5NVCpkydCXgyw9rY Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3x6 6x8 3x6 6x8 3x6 4x6 3x6 3x4 2x4 4x8 2x4 3x4 4x4 3x4 2x4 4x6 3x6 9-1-9 9-1-9 17-11-3 8-9-10 26-8-13 8-9-10 35-6-7 8-9-10 44-8-0 9-1-9 -1-0-0 1-0-0 6-2-11 6-2-11 12-1-7 5-10-12 18-11-2 6-9-11 25-8-14 6-9-11 32-6-9 6-9-11 38-5-5 5-10-12 44-8-0 6-2-11 0-4-1310-6-00-4-1310-6-010.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-4], [5:0-6-4,0-2-0], [9:0-6-4,0-2-0], [12:0-6-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.82 0.98 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.53 0.16 (loc) 16-18 15-16 12 l/defl >999 >997 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-8 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-16, 8-15 REACTIONS.(lb/size)2=1845/0-3-8, 12=1774/0-3-8 Max Horz 2=207(LC 8) Max Uplift 2=-202(LC 11), 12=-182(LC 12) Max Grav 2=1916(LC 2), 12=1866(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2583/403, 3-5=-2448/469, 5-6=-2018/421, 6-8=-2053/433, 8-9=-2036/423, 9-11=-2466/475, 11-12=-2600/411 BOT CHORD 2-18=-322/1910, 16-18=-260/1637, 15-16=-264/2069, 13-15=-150/1650, 12-13=-239/1925 WEBS 3-18=-311/227, 5-18=-151/641, 5-16=-187/830, 6-16=-432/162, 8-15=-495/215, 9-15=-187/842, 9-13=-154/644, 11-13=-316/232 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 12-1-7, Exterior(2) 12-1-7 to 18-5-4, Interior(1) 18-5-4 to 32-6-9, Exterior(2) 32-6-9 to 38-10-6, Interior(1) 38-10-6 to 44-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 12. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E14 Truss Type Piggyback Base Qty 2 Ply 1 WF 42 Job Reference (optional) I37868230 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-xrzAmqpbRJbyvXsu7qYr0irwfMwIrLY6BG6JbZyw9rW Scale = 1:89.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 24 23 22 21 20 19 18 17 25 26 27 28 29 30 31 32 33 34 3x6 6x8 3x6 5x6 3x6 4x6 5x10 5x6 6x8 2x4 3x4 4x8 4x4 2x4 5x10 3x4 3x4 5x10 3x4 2x4 4x6 4x6 2-3-8 2-3-8 7-6-1 5-2-9 13-4-8 5-10-7 22-7-15 9-3-7 32-6-7 9-10-8 38-1-12 5-7-5 44-8-0 6-6-4 -1-0-0 1-0-0 2-3-8 2-3-8 7-6-1 5-2-9 12-1-7 4-7-6 13-4-8 1-3-1 19-6-13 6-2-5 25-9-1 6-2-5 32-6-7 6-9-6 38-1-12 5-7-5 44-8-0 6-6-4 45-8-0 1-0-0 0-4-1310-6-010-6-20-4-131-0-010-6-010.00 12 Plate Offsets (X,Y)-- [3:0-5-3,Edge], [4:0-0-12,0-1-12], [7:0-6-4,0-2-0], [12:0-3-0,0-2-1], [14:0-1-8,0-1-8], [15:0-6-0,0-0-4], [18:0-4-12,0-3-0], [19:0-4-4,0-3-0], [21:0-2-12,0-2-8], [23:0-5-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.80 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.76 0.27 (loc) 18-19 18-19 15 l/defl >999 >702 n/a L/d 240 180 n/a PLATES MT20 Weight: 255 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-21,18-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except 2-0-0 oc purlins (3-10-0 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-21 WEBS 1 Row at midpt 9-21, 9-19, 11-18 REACTIONS.(lb/size)2=1844/0-3-8, 15=1844/0-3-8 Max Horz 2=-213(LC 9) Max Uplift 2=-202(LC 11), 15=-202(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2315/343, 3-4=-4790/660, 4-6=-2805/439, 6-7=-2830/599, 7-8=-1806/400, 8-9=-1804/401, 9-11=-1934/425, 11-12=-1541/373, 12-14=-2128/427, 14-15=-2495/394 BOT CHORD 2-24=-287/1489, 23-24=-251/1355, 3-23=-633/3588, 22-23=-633/3540, 21-22=-278/1680, 8-21=-274/114, 18-19=-259/1897, 17-18=-210/1805, 15-17=-210/1805 WEBS 4-22=-1478/352, 6-22=-371/236, 7-21=-231/922, 19-21=-298/1853, 9-21=-398/174, 11-18=-728/216, 12-18=-158/983, 14-18=-403/209, 3-24=-1873/359, 4-23=-210/1337, 7-22=-302/974 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 12-1-7, Exterior(2) 12-1-7 to 18-5-4, Interior(1) 18-5-4 to 32-6-7, Exterior(2) 32-6-7 to 38-10-4, Interior(1) 38-10-4 to 45-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 15. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E15 Truss Type Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868231 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Q1XY_ApECdjpXhR4gX34YwO7mmIRaqhFQwst7?yw9rV Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 25 24 23 22 21 20 19 18 17 27 28 29 30 31 32 33 3x6 6x8 3x6 6x8 3x6 4x6 5x10 5x6 6x8 2x4 3x4 3x6 4x8 4x4 2x4 4x6 3x10 2x4 3x10 3x4 3x4 2x4 4x6 4x6 2-3-8 2-3-8 7-1-11 4-10-3 13-4-8 6-2-13 19-10-5 6-5-13 26-2-6 6-4-1 32-8-2 6-5-13 38-6-2 5-10-0 44-8-0 6-1-14 -1-0-0 1-0-0 2-3-8 2-3-8 7-1-11 4-10-3 11-11-14 4-10-3 13-4-8 1-4-10 19-10-5 6-5-13 26-2-6 6-4-1 32-8-2 6-5-13 38-6-2 5-10-0 44-8-0 6-1-14 45-8-0 1-0-0 0-4-1310-4-110-4-131-0-010-4-1110.00 12 Plate Offsets (X,Y)-- [3:0-5-3,Edge], [4:0-0-12,0-1-12], [7:0-6-4,0-2-0], [12:0-4-0,0-1-4], [14:0-1-8,0-1-8], [15:0-6-0,0-0-4], [20:0-2-8,0-1-8], [21:0-2-4,0-2-0], [23:0-2-4,0-2-12], [25:0-5-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.56 0.68 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.45 0.27 (loc) 20-21 23-24 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 259 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-23: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-1 oc purlins, except 2-0-0 oc purlins (3-7-2 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. 1 Row at midpt 8-23 WEBS 1 Row at midpt 9-23, 9-21, 9-20, 11-20 REACTIONS.(lb/size)2=1844/0-3-8, 15=1844/0-3-8 Max Horz 2=-211(LC 9) Max Uplift 2=-201(LC 11), 15=-201(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2318/345, 3-4=-4767/661, 4-6=-2824/444, 6-7=-2881/604, 7-8=-1831/403, 8-9=-1830/404, 9-11=-1922/432, 11-12=-1923/432, 12-14=-2128/425, 14-15=-2510/394 BOT CHORD 2-26=-289/1494, 25-26=-253/1357, 3-25=-633/3555, 24-25=-630/3511, 23-24=-281/1690, 8-23=-288/120, 20-21=-294/1955, 18-20=-143/1543, 17-18=-215/1821, 15-17=-215/1821 WEBS 4-24=-1414/327, 6-24=-368/234, 7-23=-232/940, 21-23=-287/1943, 9-23=-312/161, 11-20=-407/154, 12-20=-209/770, 12-18=-94/467, 14-18=-408/203, 3-26=-1875/362, 4-25=-219/1328, 7-24=-302/1000 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 11-11-14, Exterior(2) 11-11-14 to 18-3-11, Interior(1) 18-3-11 to 32-8-2, Exterior(2) 32-8-2 to 38-11-15, Interior(1) 38-11-15 to 45-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 15. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss E16 Truss Type Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868232 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-MQfJPsrUjEzXm?aSoy5YeLTNpawX2ldYtELzCuyw9rT Scale = 1:80.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 6x8 3x6 6x8 4x6 5x10 5x6 6x8 2x4 3x4 4x8 3x4 5x10 3x4 3x4 4x4 3x4 2x4 4x4 3x4 3x4 4x6 3x6 4x6 2-3-8 2-3-8 5-3-9 3-0-1 7-10-0 2-6-7 13-4-8 5-6-8 21-1-6 7-8-14 28-10-5 7-8-15 36-7-3 7-8-14 44-8-0 8-0-13 -1-0-0 1-0-0 2-3-8 2-3-8 5-3-9 3-0-1 9-7-1 4-3-8 13-4-8 3-9-7 20-7-5 7-2-13 27-10-2 7-2-13 35-0-15 7-2-13 39-8-8 4-7-9 44-8-0 4-11-8 45-8-0 1-0-0 0-4-138-4-110-4-131-0-08-4-1110.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-3-4], [4:0-0-12,0-2-0], [5:0-1-8,0-1-8], [6:0-6-4,0-2-0], [11:0-6-4,0-2-0], [17:0-1-12,0-2-0], [19:0-3-12,0-2-8], [21:0-2-4,0-2-12], [24:0-5-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.91 0.90 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.56 0.27 (loc) 17-19 17-19 13 l/defl >999 >954 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-21: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. WEBS 1 Row at midpt 8-21, 8-19, 10-17 REACTIONS.(lb/size)2=1844/0-3-8, 13=1844/0-3-8 Max Horz 2=-171(LC 9) Max Uplift 2=-200(LC 8), 13=-200(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2328/357, 3-4=-4683/705, 4-5=-3069/485, 5-6=-2704/488, 6-7=-2351/460, 7-8=-2346/462, 8-10=-2450/484, 10-11=-2238/453, 11-12=-2316/441, 12-13=-2475/409 BOT CHORD 2-25=-302/1510, 24-25=-264/1362, 3-24=-637/3438, 23-24=-635/3409, 22-23=-430/2346, 21-22=-336/1859, 7-21=-348/133, 17-19=-358/2316, 15-17=-188/1644, 13-15=-238/1818 WEBS 6-22=-125/644, 6-21=-245/1064, 19-21=-403/2340, 8-21=-256/123, 8-19=-337/159, 10-19=-71/261, 10-17=-670/229, 11-17=-231/1029, 11-15=-90/425, 4-24=-229/1286, 4-23=-1117/215, 5-23=-72/468, 5-22=-583/191, 3-25=-1884/378 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 9-7-1, Exterior(2) 9-7-1 to 15-10-14, Interior(1) 15-10-14 to 35-0-15, Exterior(2) 35-0-15 to 41-4-12, Interior(1) 41-4-12 to 45-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 13. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G1 Truss Type Hip Girder Qty 1 Ply 2 WF 42 Job Reference (optional) I37868233 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-TwxD7J?efEcgq?4y3Bqbf4VnxpWnbjFTtl_99eyw9rG Scale = 1:40.2 1 2 3 4 5 6 7 8 13 12 11 10 914151617181920 21 22 4x8 4x4 3x4 4x6 2x4 3x10 2x4 2x4 3x4 3x10 3x4 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 4-8-14 4-8-14 8-11-9 4-2-11 13-0-7 4-0-15 17-3-2 4-2-11 22-0-0 4-8-14 -1-0-0 1-0-0 4-8-14 4-8-14 8-11-9 4-2-11 13-0-7 4-0-15 17-3-2 4-2-11 22-0-0 4-8-14 23-0-0 1-0-0 0-6-135-3-100-6-135-3-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-8], [3:0-6-4,0-1-12], [6:0-2-4,0-1-12], [7:0-2-3,0-1-8], [9:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.31 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.08 0.02 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1976/0-3-8, 7=1975/0-3-8 Max Horz 2=-112(LC 5) Max Uplift 2=-837(LC 7), 7=-836(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2296/1047, 3-4=-2125/1063, 4-5=-2124/1063, 5-6=-1541/769, 6-7=-2295/1047 BOT CHORD 2-13=-752/1501, 11-13=-762/1519, 10-11=-1051/2123, 9-10=-1051/2123, 7-9=-693/1501 WEBS 3-13=-340/624, 3-11=-536/965, 5-10=-294/464, 5-9=-952/529, 6-9=-711/1343 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 19-11-4 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 12=-199(F) 14=-242(F) 15=-199(F) 16=-199(F) 17=-199(F) 18=-199(F) 19=-199(F) 20=-199(F) 21=-199(F) 22=-242(F) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G2 Truss Type Jack-Closed Girder Qty 4 Ply 1 WF 42 Job Reference (optional) I37868234 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-UBTfi7CIfSlGNctDYGearfigMgMM4R7znvcZG8yw9r? Scale = 1:17.0 1 2 3 4 6 5 7 8 4x8 2x4 4x4 3x4 2x4 LU24 LU24 2-5-15 2-5-15 6-0-0 3-6-1 -1-0-0 1-0-0 2-5-15 2-5-15 6-0-0 3-6-1 0-4-132-5-1210.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.20 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=262/Mechanical, 2=351/0-4-8 Max Horz 2=104(LC 7) Max Uplift 5=-145(LC 3), 2=-117(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/123 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=145. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-50(B) 8=-38(B) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G3 Truss Type Jack-Closed Girder Qty 4 Ply 1 WF 42 Job Reference (optional) I37868235 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-ILqwyAH3FIVQ5XKNvWk_5wyjp4QnU9Qr9q3tSoyw9qv Scale = 1:15.1 1 2 3 4 6 5 7 4x4 2x4 2x4 3x4 2x4 TJC37 0-11-1 0-11-1 2-0-0 1-0-15 -1-0-0 1-0-0 1-6-0 1-6-0 2-0-0 0-6-0 0-6-132-0-1312.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-8], [3:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=67/Mechanical, 2=155/0-3-8 Max Horz 2=73(LC 7) Max Uplift 5=-39(LC 7), 2=-23(LC 7) Max Grav 5=77(LC 28), 2=155(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-14(B) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G4 Truss Type Hip Girder Qty 1 Ply 2 WF 42 Job Reference (optional) I37868236 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-jwV2bCJyYDu_y_3yaeIijZaDJIOOhVUHroIY37yw9qs Scale = 1:41.9 1 2 3 4 5 6 7 12 11 10 9 813141516171819 20 4x8 4x4 3x4 3x4 4x6 3x4 2x4 3x4 3x10 3x4 2x4 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 3-10-15 3-10-15 7-5-15 3-7-0 12-6-1 5-0-2 16-1-1 3-7-0 20-0-0 3-10-15 -1-0-0 1-0-0 3-10-15 3-10-15 7-5-15 3-7-0 12-6-1 5-0-2 16-1-1 3-7-0 20-0-0 3-10-15 0-4-136-7-120-4-136-7-1210.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [4:0-6-4,0-2-0], [5:0-2-0,0-1-13], [6:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.27 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.02 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=1775/0-3-8, 2=1840/0-3-8 Max Horz 2=132(LC 25) Max Uplift 7=-597(LC 8), 2=-615(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2468/836, 3-4=-1898/719, 4-5=-1431/597, 5-6=-1908/725, 6-7=-2483/845 BOT CHORD 2-12=-661/1816, 10-12=-661/1816, 9-10=-534/1423, 8-9=-589/1831, 7-8=-589/1831 WEBS 3-12=-154/527, 3-10=-551/244, 4-10=-427/908, 5-9=-418/923, 6-9=-562/251, 6-8=-157/533 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7 and 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 3-0-0 from the left end to 17-0-0 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 2-7=-20 Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G4 Truss Type Hip Girder Qty 1 Ply 2 WF 42 Job Reference (optional) I37868236 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:03 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-jwV2bCJyYDu_y_3yaeIijZaDJIOOhVUHroIY37yw9qs LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-355(B) 14=-208(B) 15=-208(B) 16=-208(B) 17=-208(B) 18=-208(B) 19=-208(B) 20=-365(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G5 Truss Type Jack-Closed Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868237 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-7VBBDDLqq8GZpSoXFnrPLBCiHVSVusckYmWCgSyw9qp Scale = 1:18.6 1 2 3 4 6 5 7 8 4x8 2x4 4x4 3x4 2x4 TJC37 LU24 LU24 2-2-4 2-2-4 6-2-0 3-11-12 -1-0-0 1-0-0 2-2-4 2-2-4 6-2-0 3-11-12 0-6-132-9-012.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-8], [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.27 0.12 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=375/Mechanical, 2=405/0-3-8 Max Horz 2=94(LC 7) Max Uplift 5=-151(LC 4), 2=-106(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/118 WEBS 3-5=-273/116 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=151. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-3-6 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 3-6-12 from the left end to 5-6-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-94(F) 7=-71(F) 8=-76(F) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G6 Truss Type Jack-Closed Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868238 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-bhlZQZMSbROQQcNjpUMetPlt1voddJqtmQGlCuyw9qo Scale = 1:18.6 1 2 3 4 6 5 7 8 4x8 2x4 4x4 3x4 2x4 TJC37 LU24 LU24 2-2-4 2-2-4 6-2-0 3-11-12 -1-0-0 1-0-0 2-2-4 2-2-4 6-2-0 3-11-12 0-6-132-9-012.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-8], [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.27 0.13 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=385/Mechanical, 2=408/0-3-8 Max Horz 2=94(LC 22) Max Uplift 5=-156(LC 4), 2=-108(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/122 WEBS 3-6=-103/256, 3-5=-279/120 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=156. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-3-6 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 1-10-8 oc max. starting at 3-6-12 from the left end to 5-5-4 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-94(B) 7=-71(B) 8=-90(B) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G7 Truss Type Hip Girder Qty 1 Ply 2 WF 42 Job Reference (optional) I37868239 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Y4tKrFOi73e8gvW6xvP6yqqF6iS65DcAEklsHnyw9qm Scale = 1:33.7 1 2 3 4 5 6 7 10 9 811121314 15 16 4x8 4x8 3x4 3x4 2x4 3x10 2x4 2x4 LU24 LU24 LU24 LU24 LU24 LU24 LU24 4-8-14 4-8-14 7-9-0 3-0-2 10-9-2 3-0-2 15-6-0 4-8-14 -1-0-0 1-0-0 4-8-14 4-8-14 7-9-0 3-0-2 10-9-2 3-0-2 15-6-0 4-8-14 16-6-0 1-0-0 0-6-135-3-100-6-135-3-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-8], [3:0-6-4,0-1-12], [5:0-6-4,0-1-12], [6:0-2-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.25 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.01 (loc) 2-10 6-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1416/0-4-8, 6=1416/0-4-8 Max Horz 2=112(LC 6) Max Uplift 2=-680(LC 4), 6=-680(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1514/768, 3-4=-1101/646, 4-5=-1101/646, 5-6=-1514/769 BOT CHORD 2-10=-535/960, 9-10=-546/978, 8-9=-501/978, 6-8=-492/960 WEBS 3-10=-356/594, 3-9=-198/280, 5-9=-199/280, 5-8=-357/594 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 13-5-4 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G7 Truss Type Hip Girder Qty 1 Ply 2 WF 42 Job Reference (optional) I37868239 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:09 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Y4tKrFOi73e8gvW6xvP6yqqF6iS65DcAEklsHnyw9qm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-199(B) 11=-242(B) 12=-199(B) 13=-199(B) 14=-199(B) 15=-199(B) 16=-242(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G8 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF 42 Job Reference (optional) I37868240 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-yfYSTHQbQ_0jXNFhc1ypaSSjPwJQILIcwizWt6yw9qj Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11171819202122232425 26 27 28 4x8 5x8 5x8 4x8 5x8 4x8 4x4 3x6 10x12 5x6 5x6 4x8 2x4 4x6 4x4 3x6 LU24 LU24 LU24 Special LU26 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 4-2-0 4-2-0 7-4-8 3-2-8 12-8-10 5-4-2 18-4-0 5-7-6 23-11-6 5-7-6 29-9-15 5-10-9 36-8-0 6-10-1 4-2-0 4-2-0 7-4-8 3-2-8 12-8-10 5-4-2 18-4-0 5-7-6 23-11-6 5-7-6 29-9-15 5-10-9 36-8-0 6-10-1 0-4-1311-0-00-4-1311-0-010.00 12 Plate Offsets (X,Y)-- [1:0-6-9,Edge], [2:0-1-8,0-2-0], [4:0-1-4,0-2-8], [5:0-5-4,0-2-12], [7:0-5-8,0-2-12], [9:0-1-8,0-2-0], [10:0-0-7,Edge], [14:0-2-12,0-2-8], [15:0-3-8,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.35 0.86 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.10 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 576 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7156/0-3-8 (req. 0-5-10), 10=4163/0-3-8 Max Horz 1=-202(LC 3) Max Uplift 1=-1229(LC 7), 10=-329(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10544/1824, 2-4=-9624/1735, 4-5=-6103/1080, 5-6=-4584/757, 6-7=-4584/757, 7-9=-4940/656, 9-10=-5742/565 BOT CHORD 1-16=-1492/8111, 15-16=-1492/8112, 14-15=-1352/7391, 13-14=-809/4654, 12-13=-391/3707, 11-12=-348/4371, 10-11=-348/4371 WEBS 2-16=-139/1077, 2-15=-1032/222, 4-15=-994/5001, 4-14=-4108/934, 5-14=-847/3620, 5-13=-264/420, 6-13=-285/182, 7-13=-619/1954, 7-12=0/1106, 9-12=-921/148, 9-11=0/700 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 8) Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 5-11-4 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong-Tie LU26 (6-16d Girder, 4-10dx1 1/2 Truss) or equivalent at 16-2-12 from the left end to connect truss(es) to back face of bottom chord. Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G8 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF 42 Job Reference (optional) I37868240 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:12 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-yfYSTHQbQ_0jXNFhc1ypaSSjPwJQILIcwizWt6yw9qj NOTES- 13) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-2-4 from the left end to 36-6-4 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4108 lb down and 911 lb up at 7-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-10=-60, 1-10=-20 Concentrated Loads (lb) Vert: 10=-174(B) 16=-525(F) 15=-4108(F) 13=-164(B) 17=-525(F) 18=-525(F) 19=-907(B) 20=-164(B) 21=-164(B) 22=-164(B) 23=-164(B) 24=-164(B) 25=-164(B) 26=-164(B) 27=-164(B) 28=-164(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G9 Truss Type COMMON GIRDER Qty 1 Ply 1 WF 42 Job Reference (optional) I37868241 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-u2gDuySrybGQmhP3jS?HftX?Vj__mK5vN0Sdy_yw9qh Scale = 1:49.0 1 2 3 4 5 6 7 8 12 11 10 91314 15 4x8 3x4 3x6 10x12 2x4 8x10 2x4 10x12 4x4 3x10 8x8 HUS28 HUS28 HUS28 HUS28 2-10-1 2-10-1 6-0-10 3-2-9 9-3-9 3-3-0 11-5-7 2-1-13 14-0-0 2-6-9 -1-0-0 1-0-0 2-10-1 2-10-1 6-0-10 3-2-9 7-1-12 1-1-2 9-3-9 2-1-13 11-5-7 2-1-13 14-0-0 2-6-9 0-6-137-8-90-10-512.00 12 Plate Offsets (X,Y)-- [2:0-1-11,0-1-11], [3:0-1-4,0-1-8], [5:0-3-12,Edge], [7:0-1-0,0-2-0], [8:0-2-6,0-2-6], [8:0-9-9,0-4-12], [8:0-3-12,0-5-4], [9:0-5-12,0-1-8], [10:0-5-8,0-6-0], [11:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.91 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.16 0.04 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x6 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)2=3045/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-4-12), 8=4125/Mechanical Max Horz 2=152(LC 23) Max Uplift 2=-921(LC 7), 8=-890(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3808/1202, 3-4=-3819/1244, 4-5=-3548/1225, 5-6=-4085/1164, 6-7=-4196/1124, 7-8=-4879/1104 BOT CHORD 2-12=-852/2573, 11-12=-852/2573, 10-11=-635/2202, 9-10=-700/3198, 8-9=-700/3193 WEBS 4-11=-200/283, 5-11=-1273/2840, 5-10=-439/2488, 7-10=-608/47, 7-9=-6/1047 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=890. 6) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie HUS28 (22-10d Girder, 8-10d Truss, Single Ply Girder) or equivalent at 6-0-12 from the left end to connect truss(es) to front face of bottom chord. 8) Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 12-0-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G9 Truss Type COMMON GIRDER Qty 1 Ply 1 WF 42 Job Reference (optional) I37868241 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:15 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-MEEb6ISTjvOHOq_GHAWWC54AF7KDVnL3cgCAURyw9qg LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-60, 5-8=-60, 2-8=-20 Concentrated Loads (lb) Vert: 11=-2593(F) 13=-1137(F) 14=-1137(F) 15=-1137(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G10 Truss Type Half Hip Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868242 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-y6VcLe0GQXkXS9f9cuLqCH2pHDkyK1pc5Pkji4yw9rF Scale = 1:51.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10171819202122232425262728 8x8 3x4 5x6 5x12 MT20HS 4x8 5x6 3x4 2x4 4x4 4x8 2x4 2x4 3x10 2x4 8x8 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 3-10-15 3-10-15 7-3-8 3-4-10 12-10-4 5-6-12 18-3-4 5-5-0 23-8-4 5-5-0 29-3-0 5-6-12 -1-0-0 1-0-0 3-10-15 3-10-15 7-3-8 3-4-10 12-10-4 5-6-12 18-3-4 5-5-0 23-8-4 5-5-0 29-3-0 5-6-12 0-4-136-5-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-5,0-1-15], [3:0-1-8,0-1-8], [4:0-1-12,0-6-0], [9:0-2-0,0-2-0], [10:0-5-8,Edge], [11:0-1-8,0-4-0], [14:0-2-8,0-2-0], [15:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.82 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.16 -0.31 0.08 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 166 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-13 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-2-0 oc bracing. WEBS 1 Row at midpt 9-10, 6-11, 9-11 REACTIONS.(lb/size)10=2613/Mechanical, 2=2633/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-4-2) Max Horz 2=206(LC 7) Max Uplift 10=-1253(LC 4), 2=-962(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3583/1391, 3-4=-3128/1355, 4-5=-3124/1459, 5-6=-3124/1459, 6-8=-1968/942, 8-9=-1968/942, 9-10=-2340/1105 BOT CHORD 2-16=-1124/2661, 15-16=-1124/2661, 14-15=-1066/2370, 12-14=-1407/2967, 11-12=-1407/2967 WEBS 3-16=-73/394, 3-15=-425/169, 4-15=-406/877, 4-14=-625/1118, 5-14=-339/140, 6-12=-349/640, 6-11=-1505/700, 8-11=-350/134, 9-11=-1407/2938 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 4 = 8% 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1253. 8) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 28-0-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 2-10=-20 Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G10 Truss Type Half Hip Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868242 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:38 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-y6VcLe0GQXkXS9f9cuLqCH2pHDkyK1pc5Pkji4yw9rF LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 16=-201(B) 12=-201(B) 17=-242(B) 18=-201(B) 19=-201(B) 20=-201(B) 21=-201(B) 22=-201(B) 23=-201(B) 24=-201(B) 25=-201(B) 26=-201(B) 27=-201(B) 28=-201(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G11 Truss Type Half Hip Girder Qty 2 Ply 1 WF 42 Job Reference (optional) I37868243 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-QJ3_Y_1uBrsO3IELAcs3kVb4WdEG3e9lK3TGEWyw9rE Scale = 1:14.7 1 2 3 4 6 5 7 8 4x8 2x4 4x4 3x4 2x4 TJC37 Special LU24 1-4-14 1-4-14 6-0-0 4-7-2 -1-0-0 1-0-0 1-4-14 1-4-14 6-0-0 4-7-2 0-6-131-11-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-8], [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.37 0.12 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=262/Mechanical, 2=346/0-3-8 Max Horz 2=70(LC 22) Max Uplift 5=-84(LC 4), 2=-87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-341/102 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 37 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-6(B) 7=-38(B) 8=-38(B) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G12 Truss Type Half Hip Girder Qty 1 Ply 2 WF 42 Job Reference (optional) I37868244 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-MhAkzg28jS66JcNkI1vXqwgPXQjOXT?2oNyNIPyw9rC Scale = 1:51.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 4x8 3x4 4x4 3x6 6x8 3x6 4x6 3x4 2x4 4x4 3x10 2x4 4x4 6x8 3x10 2x4 4x8 5x8 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 2-3-8 2-3-8 7-3-8 5-0-0 10-4-0 3-0-8 13-4-8 3-0-8 17-3-7 3-10-15 21-0-9 3-9-3 24-11-8 3-10-15 -1-0-0 1-0-0 2-3-8 2-3-8 7-3-8 5-0-0 10-4-0 3-0-8 13-4-8 3-0-8 17-3-7 3-10-15 21-0-9 3-9-3 24-11-8 3-10-15 0-4-136-5-121-0-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-1-0,0-1-8], [4:0-6-4,0-2-0], [10:0-1-12,0-1-12], [11:0-4-0,0-1-8], [12:0-4-0,0-1-12], [15:0-6-0,0-4-0], [18:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.40 0.91 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.23 0.15 (loc) 17-18 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 324 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-19,6-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=2271/0-3-8, 2=2234/0-3-8 Max Horz 2=206(LC 7) Max Uplift 11=-1084(LC 4), 2=-776(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5733/2202, 3-4=-3112/1287, 4-5=-2666/1216, 5-6=-2665/1216, 6-7=-2845/1317, 7-9=-1203/570, 9-10=-1203/570, 10-11=-2036/955 BOT CHORD 2-19=-457/1084, 18-19=-142/405, 3-18=-767/2005, 17-18=-2200/5203, 16-17=-1031/2368, 15-16=-1332/2875, 14-15=-149/259, 12-13=-923/1965 WEBS 3-17=-2899/1227, 4-17=-458/1151, 4-16=-423/622, 6-16=-363/229, 13-15=-896/1912, 7-15=-642/1433, 7-12=-1450/671, 10-12=-1077/2273, 2-18=-1503/3546 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-1-12 from the left end to 24-0-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G12 Truss Type Half Hip Girder Qty 1 Ply 2 WF 42 Job Reference (optional) I37868244 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:41 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-MhAkzg28jS66JcNkI1vXqwgPXQjOXT?2oNyNIPyw9rC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 2-19=-20, 15-18=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=-242(F) 16=-201(F) 20=-201(F) 21=-201(F) 22=-201(F) 23=-201(F) 24=-201(F) 25=-201(F) 26=-201(F) 27=-201(F) 28=-201(F) 29=-204(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G13 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 WF 42 Job Reference (optional) I37868245 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-I4IUOM4PF4MqYwX6PSx?vLlglEOb?GsLFhRUNHyw9rA Scale = 1:92.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 36 37 38 39 6x8 4x6 6x8 8x12 MT20HS 8x8 5x12 MT20HS3x4 4x6 3x10 10x20 8x8 4x4 4x4 4x4 4x8 2x4 4x8 2x4 4x8 2x4 4x6 4x6 6x18 4x8 3x6 8x8 6x8 4x4 3x6 5x6 4x6 Special Special Special 4-5-1 4-5-1 7-11-7 3-6-6 8-6-10 0-7-3 13-5-3 4-10-9 18-2-0 4-8-13 22-10-13 4-8-13 27-9-6 4-10-9 28-4-9 0-7-3 31-1-5 2-8-12 34-6-8 3-5-3 37-1-4 2-6-12 39-9-4 2-8-0 40-10-5 1-1-1 42-7-12 1-9-7 45-10-0 3-2-4 4-5-1 4-5-1 7-11-7 3-6-6 13-5-3 5-5-12 18-2-0 4-8-13 22-10-13 4-8-13 28-4-9 5-5-12 31-1-5 2-8-12 34-5-4 3-3-15 37-1-4 2-8-0 39-9-4 2-8-0 40-10-5 1-1-1 42-7-12 1-9-7 45-10-0 3-2-4 46-10-0 1-0-0 3-10-85-5-710-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-0], [3:0-5-4,0-3-0], [8:0-5-4,0-3-0], [9:0-8-8,0-2-0], [10:0-6-4,0-3-12], [12:0-4-0,0-3-14], [13:0-4-0,0-4-4], [14:0-1-8,0-2-0], [15:0-11-7,Edge], [17:0-4-0,0-5-8], [18:0-4-0,0-5-4], [20:0-7-4,Edge], [22:0-2-0,0-2-0], [27:0-2-13,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.74 0.99 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.87 0.39 (loc) 21 21 15 l/defl >999 >627 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 760 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 10-12: 2x8 SP No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-21: 2x4 SPF-S 1650F 1.6E, 17-20,15-17: 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 9-20: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-13 max.): 3-8, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)15=3514/0-3-8, 31=2238/0-3-8 Max Horz 31=-189(LC 8) Max Uplift 15=-809(LC 8), 31=-290(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1727/256, 2-3=-2079/365, 3-4=-2315/419, 4-5=-2314/420, 5-7=-3063/568, 7-8=-3064/568, 8-9=-4147/797, 9-10=-12491/2419, 10-11=-9888/1880, 11-12=-6787/1510, 12-13=-7933/1755, 13-14=-9600/2102, 14-15=-9200/2056, 1-31=-2191/300 BOT CHORD 29-30=-294/1273, 28-29=-317/1542, 26-28=-507/2785, 24-26=-507/2785, 23-24=-532/3136, 22-23=-684/4079, 21-22=-89/513, 20-21=-159/1332, 10-20=-7681/1530, 19-20=-1632/8522, 18-19=-1632/8522, 17-18=-1461/7143, 16-17=-1708/7793, 15-16=-1656/7527 WEBS 2-30=-967/157, 2-29=-169/639, 3-29=-431/172, 3-28=-353/1632, 4-28=-311/122, 5-28=-1126/252, 5-24=-203/729, 7-24=-296/126, 8-24=-391/434, 8-23=-630/2597, 9-23=-2832/726, 9-22=-2095/375, 20-22=-708/4217, 9-20=-2209/11164, 11-20=-195/2078, 11-19=-153/312, 11-18=-2651/441, 12-18=-910/4167, 13-18=-1236/315, 13-17=-604/2681, 14-17=-94/362, 14-16=-503/84, 1-30=-203/1620 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc, 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G13 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 WF 42 Job Reference (optional) I37868245 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:43 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-I4IUOM4PF4MqYwX6PSx?vLlglEOb?GsLFhRUNHyw9rA NOTES- 8) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15. This connection is for uplift only and does not consider lateral forces. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 31. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1295 lb down and 179 lb up at 34-4-12, 171 lb down and 141 lb up at 35-9-4, 171 lb down and 141 lb up at 37-9-4, 171 lb down and 136 lb up at 39-9-4, and 159 lb down and 69 lb up at 41-9-4, and 212 lb down and 113 lb up at 43-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 8-10=-60, 10-12=-60, 12-15=-60, 21-31=-20, 17-20=-20, 15-17=-20 Concentrated Loads (lb) Vert: 21=-1225(B) 18=-171(B) 36=-171(B) 37=-171(B) 38=-159(B) 39=-212(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G14 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868246 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-ESQFp25fnhcYoDhVXtzT_mr_r14pT9eei?wbRAyw9r8 Scale = 1:93.8 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 6x8 4x6 8x8 5x6 4x4 4x6 4x6 8x8 5x6 2x4 5x8 2x4 4x4 4x4 4x4 4x4 4x8 6x12 MT20HS 5x10 4x6 Special 6-2-12 6-2-12 16-11-6 10-8-10 27-9-15 10-10-10 38-7-9 10-9-10 38-8-9 0-1-0 44-0-9 5-4-0 45-9-5 1-8-12 50-9-0 4-11-11 -1-0-0 1-0-0 5-3-0 5-3-0 9-8-10 4-5-10 16-11-6 7-2-12 24-2-2 7-2-12 31-4-13 7-2-12 38-7-9 7-2-12 38-8-9 0-1-0 44-0-9 5-4-0 45-9-5 1-8-12 50-9-0 4-11-11 0-4-138-6-08-5-310-6-04-10-22-0-08-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [9:0-1-12,0-4-12], [10:0-3-0,0-2-12], [11:0-4-12,0-2-8], [13:Edge,0-1-12], [19:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.94 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.54 0.22 (loc) 16-18 16-18 13 l/defl >999 >990 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 321 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SPF Stud/No.3 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-13: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-12 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-21 9-7-3 oc bracing: 16-18. WEBS 1 Row at midpt 4-21, 6-19, 8-18, 8-16, 9-15 2 Rows at 1/3 pts 11-13 REACTIONS.(lb/size)2=-159/0-3-0, 21=2713/0-3-8 (req. 0-4-7), 13=3004/0-3-8 (req. 0-4-12) Max Horz 2=169(LC 7) Max Uplift 2=-366(LC 21), 21=-492(LC 4), 13=-677(LC 3) Max Grav 2=120(LC 4), 21=2845(LC 2), 13=3046(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-210/726, 3-4=-140/765, 4-5=-1871/383, 5-6=-1871/383, 6-8=-2860/588, 8-9=-2612/598, 9-10=-2052/522, 10-11=-2577/644 BOT CHORD 2-21=-511/191, 19-21=-133/471, 18-19=-543/2634, 16-18=-593/2888, 15-16=-526/2622, 14-15=-463/2092, 13-14=-517/2326 WEBS 3-21=-296/196, 4-21=-2488/485, 4-19=-420/2141, 5-19=-483/178, 6-19=-1144/273, 6-18=-56/549, 8-16=-649/293, 9-16=-168/795, 9-15=-1283/389, 10-15=-330/1363, 11-15=-463/517, 11-14=-598/2267, 11-13=-4217/938 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 21, 13 greater than input bearing size. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 21. This connection is for uplift only and does not consider lateral forces. 9) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1497 lb down and 496 lb up at 45-9-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G14 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868246 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:45 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-ESQFp25fnhcYoDhVXtzT_mr_r14pT9eei?wbRAyw9r8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 10-12=-60, 2-14=-20, 13-14=-20 Concentrated Loads (lb) Vert: 14=-1453(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G15 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868247 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-BrY?Ej7vJItG1XrteH0x3BwOVrnXx8UxAJPhW2yw9r6 Scale = 1:93.7 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 1325262728 6x8 6x8 6x8 6x8 6x8 5x6 5x8 4x6 5x6 3x4 5x12 MT20HS 4x6 3x4 3x4 8x8 4x6 8x8 2x4 2x4 5x8 5x6 4x8 4x6 Special LU24 Special 1-9-14 1-9-14 6-1-0 4-3-2 6-2-12 0-1-12 10-3-11 4-0-15 18-2-7 7-10-12 22-4-8 4-2-1 30-7-9 8-3-1 39-9-6 9-1-13 45-9-5 5-11-15 50-9-0 4-11-11 -1-0-0 1-0-0 1-9-14 1-9-14 6-1-0 4-3-2 10-3-11 4-2-11 18-2-7 7-10-12 22-4-8 4-2-1 30-7-9 8-3-1 31-9-6 1-1-13 39-9-6 8-0-0 44-6-12 4-9-6 50-9-0 6-2-4 51-9-0 1-0-0 0-4-131-11-18-6-07-6-810-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [3:0-2-12,0-3-0], [5:0-5-4,0-3-0], [6:0-5-12,0-3-0], [8:0-5-8,0-3-4], [10:0-3-0,0-2-12], [11:0-2-0,0-2-0], [12:0-2-0,Edge], [13:0-4-0,0-4-4], [16:0-2-12,0-2-8], [17:0-2-4,0-3-8], [19:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.56 0.86 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.54 0.27 (loc) 14-16 14-16 12 l/defl >999 >990 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 317 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF Stud/No.3 BOT CHORD 2x6 SPF No.2 *Except* 4-22,7-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins, except 2-0-0 oc purlins (4-3-5 max.): 3-5, 6-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-24,22-23,18-19. 1 Row at midpt 7-17 WEBS 1 Row at midpt 5-22, 5-19, 6-19, 8-17, 9-16, 9-14 REACTIONS.(lb/size)12=1759/0-3-8, 2=219/0-3-0, 22=2173/0-3-8 Max Horz 2=187(LC 6) Max Uplift 12=-260(LC 27), 2=-93(LC 7), 22=-316(LC 7) Max Grav 12=1759(LC 1), 2=238(LC 18), 22=2173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-140/318, 5-6=-2135/292, 6-7=-2227/297, 7-8=-2236/297, 8-9=-3028/453, 9-10=-2096/370, 10-11=-2771/420, 11-12=-4860/617 BOT CHORD 22-23=-556/151, 4-23=-361/128, 21-22=-193/1773, 19-21=-195/1767, 7-17=-386/176, 16-17=-287/2456, 14-16=-312/2682, 13-14=-333/3003, 12-13=-431/3975 WEBS 3-23=-376/152, 5-22=-2480/260, 5-19=-292/178, 6-19=-508/160, 17-19=-218/1691, 6-17=-223/1571, 8-17=-455/97, 8-16=-294/1772, 9-16=-1485/357, 9-14=-850/192, 10-14=-124/1314, 11-14=-1097/283, 11-13=-152/1737 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12, 2, and 22. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 50 lb up at 1-11-3, and 35 lb down and 29 lb up at 6-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G15 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868247 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:47 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-BrY?Ej7vJItG1XrteH0x3BwOVrnXx8UxAJPhW2yw9r6 NOTES- 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 6-8=-60, 8-9=-60, 9-10=-60, 10-12=-60, 2-23=-20, 18-22=-20, 13-17=-20, 12-13=-20 Concentrated Loads (lb) Vert: 23=-14(F) 24=-17(F) 25=-14(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G16 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 WF 42 Job Reference (optional) I37868248 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-bQD8sl9ocDFqu?aSJQZehpYr_2pP8VkNsHeL7Nyw9r3 Scale = 1:83.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 32 33 34 35 36 37 38 39 40 41 42 43 3x6 5x8 5x6 6x8 8x8 4x6 4x8 2x4 2x4 8x10 4x8 8x8 4x4 2x4 3x4 5x8 3x10 2x4 5x8 4x6 5x6 4x6 2x4 4x8 5x8 4x4 3x4 3x6 4x8 Special Special Special 6-6-4 6-6-4 12-1-7 5-7-3 12-8-10 0-7-3 16-3-8 3-6-14 20-1-7 3-9-15 23-11-6 3-9-15 24-6-9 0-7-3 27-2-1 2-7-8 30-4-11 3-2-11 34-4-11 4-0-0 38-4-11 4-0-0 39-8-5 1-3-10 41-11-10 2-3-5 44-8-0 2-8-6 -1-0-0 1-0-0 4-5-8 4-5-8 8-7-1 4-1-9 12-1-7 3-6-6 16-3-8 4-2-1 20-1-7 3-9-15 24-6-9 4-5-2 27-2-1 2-7-8 30-4-11 3-2-11 34-4-11 4-0-0 38-4-11 4-0-0 39-8-5 1-3-10 41-11-10 2-3-5 44-8-0 2-8-6 45-8-0 1-0-0 0-4-135-7-910-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [4:0-1-11,0-1-8], [5:0-1-12,0-1-8], [6:0-6-4,0-2-0], [9:0-3-4,0-2-4], [10:0-1-8,0-1-12], [11:0-4-4,0-3-0], [12:0-2-8,0-2-0], [13:Edge,0-2-11], [14:0-0-8,0-2-0], [15:0-1-8,0-1-8], [16:0-4-5,0-1-13], [19:0-4-0,0-4-12], [20:0-4-0,0-2-4], [23:0-2-8,0-2-4], [27:0-3-0,0-3-4], [29:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.85 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.45 -0.94 0.45 (loc) 22-23 22-23 16 l/defl >999 >567 n/a L/d 240 180 n/a PLATES MT20 Weight: 602 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-28: 2x4 SPF No.2, 16-19: 2x8 SP 2250F 1.8E, 19-24: 2x6 SP No.1 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, except 2-0-0 oc purlins (3-1-9 max.): 6-9, 11-13. BOT CHORD Rigid ceiling directly applied or 8-1-1 oc bracing. Except: 1 Row at midpt 7-27 REACTIONS.(lb/size)2=3030/0-3-8, 16=3645/0-3-8 Max Horz 2=-212(LC 5) Max Uplift 2=-1007(LC 7), 16=-1500(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4336/1479, 3-5=-4193/1522, 5-6=-3926/1538, 6-7=-4561/1848, 7-8=-4568/1853, 8-9=-4966/2160, 9-10=-6420/2745, 10-11=-8402/3563, 11-12=-10654/4584, 12-13=-6118/2648, 13-14=-7667/3296, 14-15=-9351/3908, 15-16=-8232/3386 BOT CHORD 2-31=-1212/3230, 29-31=-1194/3101, 27-28=-263/655, 26-27=-2049/4930, 25-26=-2049/4930, 23-25=-2638/6444, 22-23=-4424/10712, 21-22=-3614/8730, 20-21=-3614/8730, 19-20=-2794/6945, 18-19=-2796/6939, 16-18=-2632/6535 WEBS 5-31=-131/364, 5-29=-417/208, 6-29=-1110/542, 27-29=-1279/3222, 6-27=-1585/3652, 8-27=-892/529, 8-26=-285/519, 9-25=-1696/3852, 10-25=-3643/1700, 10-23=-1972/4346, 11-23=-6045/2690, 11-22=-1287/461, 12-22=-1047/2518, 12-21=-252/426, 12-20=-3420/1505, 13-20=-2023/4665, 14-20=-2100/847, 14-19=-1105/2838, 15-19=-462/946, 15-18=-848/381 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint 13 = 8% 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces.Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G16 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 WF 42 Job Reference (optional) I37868248 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:50 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-bQD8sl9ocDFqu?aSJQZehpYr_2pP8VkNsHeL7Nyw9r3 NOTES- 10) Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 16. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 636 lb down and 291 lb up at 16-1-12, 168 lb down and 149 lb up at 17-2-4, 168 lb down and 149 lb up at 18-6-4, 168 lb down and 149 lb up at 20-6-4, 168 lb down and 149 lb up at 22-6-4, 168 lb down and 149 lb up at 24-6-4, 168 lb down and 149 lb up at 26-6-4, 168 lb down and 149 lb up at 28-6-4, 168 lb down and 149 lb up at 30-6-4, 168 lb down and 149 lb up at 32-6-4, 168 lb down and 149 lb up at 34-6-4, 168 lb down and 149 lb up at 36-6-4, 166 lb down and 131 lb up at 38-6-4, and 166 lb down and 70 lb up at 40-6-4, and 211 lb down and 113 lb up at 42-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Special hanger(s) or other connection device(s) shall be provided at 27-10-4 from the left end sufficient to connect truss(es) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-9=-60, 9-11=-60, 11-13=-60, 13-17=-60, 2-28=-20, 19-27=-20, 16-19=-20 Concentrated Loads (lb) Vert: 28=-636(F) 25=-164(F) 22=-164(F) 21=-164(F) 20=-166(F) 34=-164(F) 35=-164(F) 36=-164(F) 37=-164(F) 38=-164(F) 39=-164(F) 40=-164(F) 41=-164(F) 42=-166(F) 43=-211(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G17 Truss Type Half Hip Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868249 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-3cnW35AQMXNhW88ft74tE149vSL5t4GW5xNvfqyw9r2 Scale = 1:14.3 1 2 3 4 6 5 7 8 4x4 4x4 2x4 3x4 6x8 Special 2-1-8 2-1-8 4-11-11 2-10-3 -1-0-0 1-0-0 1-4-14 1-4-14 4-11-11 3-6-14 0-6-131-11-101-2-40-9-612.00 12 5.13 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-8], [3:0-2-8,0-2-0], [6:0-4-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.05 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=232/Mechanical, 2=306/0-3-8 Max Horz 2=71(LC 7) Max Uplift 5=-93(LC 4), 2=-85(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/119, 3-4=-257/129 WEBS 4-6=-135/268 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 33 lb up at 1-6-0, and 47 lb down and 41 lb up at 2-1-8, and 47 lb down and 41 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Special hanger(s) or other connection device(s) shall be provided at 2-9-6 from the left end sufficient to connect truss(es) to back face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-6=-20, 5-6=-20 Concentrated Loads (lb) Vert: 6=-36(B) 7=-21(B) 8=-38(B) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G18 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868250 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-XpLuHRB27qVY7IjrRrb6mEd8tsSXcLegJb7SBGyw9r1 Scale = 1:92.5 1 23 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 152425262728293031 3x6 6x12 MT20HS 3x6 5x6 3x6 5x10 5x8 3x4 2x4 8x8 4x6 5x6 5x8 3x4 4x4 3x4 4x8 3x4 4x4 2x4 4x6 4x8 4x6 LU24 LU24 LU24 HUS26 4-3-1 4-3-1 6-2-11 1-11-9 8-2-4 1-11-9 12-1-7 3-11-3 20-2-2 8-0-11 28-2-13 8-0-11 36-5-12 8-2-15 44-8-0 8-2-4 4-3-1 4-3-1 6-2-11 1-11-9 8-2-4 1-11-9 12-1-7 3-11-3 18-11-2 6-9-11 25-8-14 6-9-11 32-6-9 6-9-11 36-5-12 3-11-3 40-4-15 3-11-3 44-8-0 4-3-1 0-4-1310-6-00-4-1310-6-010.00 12 Plate Offsets (X,Y)-- [1:0-3-9,0-1-12], [2:0-1-8,0-1-8], [4:0-1-4,0-2-0], [5:0-1-12,0-2-0], [6:0-9-4,0-2-4], [10:0-3-0,0-2-1], [11:0-1-8,0-1-8], [14:0-6-6,0-0-11], [21:0-2-12,0-2-8], [22:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.97 1.00 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.45 0.16 (loc) 18-20 18-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 275 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except 2-0-0 oc purlins (2-9-1 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 7-20, 7-18, 9-17, 11-17 REACTIONS.(lb/size)1=3815/0-3-8 (req. 0-6-0), 14=2051/0-3-8 Max Horz 1=196(LC 6) Max Uplift 1=-300(LC 7), 14=-209(LC 8) Max Grav 1=3815(LC 1), 14=2057(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5396/482, 2-4=-5068/543, 4-5=-4237/463, 5-6=-3292/392, 6-7=-2506/341, 7-9=-2704/332, 9-10=-2345/303, 10-11=-2408/307, 11-13=-2833/305, 13-14=-2984/306 BOT CHORD 1-23=-499/4054, 22-23=-499/4054, 21-22=-498/3858, 20-21=-436/3255, 18-20=-368/2709, 17-18=-317/2511, 15-17=-127/2125, 14-15=-176/2220 WEBS 2-23=0/491, 2-22=-476/79, 5-21=-218/1753, 5-20=-1523/301, 6-20=-177/1810, 7-20=-719/360, 7-18=-220/306, 9-18=-77/457, 9-17=-823/233, 10-17=-119/1358, 11-17=-501/174, 11-15=-41/378, 4-22=-257/2052, 4-21=-1696/225 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 14. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-8-12 from the left end to 4-8-12 to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong-Tie HUS26 (14-16d Girder, 6-16d Truss, Single Ply Girder) or equivalent at 6-0-4 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G18 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868250 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:52 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-XpLuHRB27qVY7IjrRrb6mEd8tsSXcLegJb7SBGyw9r1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-10=-60, 10-14=-60, 1-14=-20 Concentrated Loads (lb) Vert: 22=-1801(B) 24=-175(B) 25=-171(B) 26=-171(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G19 Truss Type Flat Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868251 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-??vGUnBgu8dPlSI1?Y6LJSAPzGx2LrIpYFs0jiyw9r0 Scale = 1:29.91234 8 7 6 5 2x4 4x6 2x4 4x4 8x8 3x4 4x4 8x8 HUS26 HUS26 0-11-8 0-11-8 3-0-3 2-0-11 4-11-11 1-11-8 0-11-8 0-11-8 3-0-3 2-0-11 4-11-11 1-11-8 5-4-6Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-1-8,0-2-0], [6:0-3-8,0-4-12], [7:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.62 0.40 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=1821/Mechanical, 5=1245/Mechanical Max Uplift 8=-225(LC 3), 5=-159(LC 3) Max Grav 8=1940(LC 2), 5=1315(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1456/171, 2-3=-439/51 BOT CHORD 5-6=-51/439 WEBS 2-6=-66/570, 3-6=-91/1054, 3-5=-1286/150, 2-7=-480/81, 1-7=-158/1375 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=225, 5=159. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-7 from the left end to 3-0-7 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 6=-1345(F) 7=-1346(F) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G20 Truss Type Flat Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868252 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-yO11vTDwQlt7_mSQ6z9pOtFpV3VxpuG60ZL6obyw9r_ Scale = 1:73.212 4 356 2x4 3x6 2x4 4x6 HUS26 HUS26 4-10-13 4-10-13 4-10-13 4-10-13 13-10-8LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.37 0.95 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.13 0.00 (loc) 3-4 3-4 3 l/defl >855 >411 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x6 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. WEBS 1 Row at midpt 1-4, 2-3, 1-3 REACTIONS.(lb/size)4=927/Mechanical, 3=656/Mechanical Max Uplift 4=-403(LC 3), 3=-271(LC 3) Max Grav 4=948(LC 2), 3=656(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=403, 3=271. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-11-9 from the left end to 2-11-9 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-615(B) 6=-613(B) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G21 Truss Type Half Hip Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868253 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-QaaP7oEZB3?_cw1cggg2x4o0PT39YKTGED5gJ1yw9qz Scale = 1:15.8 1 2 3 4 6 5 7 8 4x4 4x4 2x4 3x4 6x8 Special 2-2-8 2-2-8 5-1-13 2-11-5 -1-0-0 1-0-0 1-5-11 1-5-11 5-1-13 3-8-2 0-6-132-0-81-2-110-9-1312.00 12 5.13 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-8], [3:0-2-8,0-2-0], [6:0-4-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.06 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=231/Mechanical, 2=314/0-3-8 Max Horz 2=73(LC 7) Max Uplift 5=-93(LC 4), 2=-88(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/125, 3-4=-264/134 WEBS 4-6=-140/275 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 37 lb up at 1-6-13, and 45 lb down and 39 lb up at 2-2-8, and 46 lb down and 39 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Special hanger(s) or other connection device(s) shall be provided at 2-9-13 from the left end sufficient to connect truss(es) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-6=-20, 5-6=-20 Concentrated Loads (lb) Vert: 6=-30(F) 7=-28(F) 8=-30(F) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G22 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 WF 42 Job Reference (optional) I37868254 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Mzi9XUFpjgFirDB?n5iW0VtIlHVR03jYiXanOwyw9qx Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 152829303132333435 4x6 5x6 3x6 5x6 4x6 3x4 3x4 6x8 4x6 8x8 7x12 MT20HS 3x6 4x8 3x6 4x4 3x6 4x4 3x6 4x8 4x6 8x8 4x4 4x6 5x6 4x6 4x4 3x6 Special 4-6-1 4-6-1 8-6-8 4-0-7 16-9-8 8-3-0 25-0-7 8-2-15 33-3-6 8-2-15 33-10-9 0-7-3 35-10-6 1-11-13 38-5-5 2-7-0 41-0-5 2-7-0 43-0-15 2-0-10 46-0-0 2-11-1 4-6-1 4-6-1 8-1-7 3-7-6 14-10-5 6-8-14 21-0-0 6-1-11 27-1-11 6-1-11 33-10-9 6-8-14 35-10-6 1-11-13 38-5-5 2-7-0 41-0-5 2-7-0 43-0-15 2-0-10 46-0-0 2-11-1 3-8-1310-6-00-4-132-0-010-6-010.00 12 5.13 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-14], [8:0-4-0,0-1-12], [9:0-1-12,0-2-0], [10:0-0-12,0-2-0], [12:0-1-12,0-2-8], [13:0-1-4,0-2-0], [14:0-0-11,Edge], [16:0-4-0,0-5-0], [18:0-3-8 ,0-4-4], [24:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.49 0.96 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.47 0.33 (loc) 18 18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 603 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-11,11-14: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-25: 2x4 SPF No.2, 14-16: 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-13 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26. REACTIONS.(lb/size)27=2355/0-5-8, 14=4017/0-3-8 Max Horz 27=-190(LC 3) Max Uplift 27=-378(LC 4), 14=-968(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1847/330, 2-3=-2708/580, 3-4=-2079/472, 4-5=-3556/763, 5-7=-4242/943, 7-8=-4270/1081, 8-9=-5496/1363, 9-10=-6778/1709, 10-12=-8166/2023, 12-13=-11739/2925, 13-14=-10081/2460, 1-27=-2309/387 BOT CHORD 3-24=-285/1452, 23-24=-743/3280, 21-23=-893/3980, 19-21=-976/4303, 18-19=-1201/5138, 17-18=-1473/6283, 16-17=-2123/8756, 15-16=-2197/9054, 14-15=-1952/8086 WEBS 2-26=-1663/372, 24-26=-374/1516, 2-24=-221/1140, 4-24=-1958/513, 4-23=-254/1212, 5-23=-993/337, 5-21=-222/613, 7-21=-408/452, 7-19=-932/661, 8-19=-771/3218, 9-19=-2907/976, 9-18=-1099/3505, 10-18=-2177/623, 10-17=-656/2482, 12-17=-3290/892, 12-16=-1128/4325, 1-26=-268/1702, 13-16=-290/961, 13-15=-1483/390 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 27. This connection is for uplift only and does not consider lateral forces.Continued on page 2 July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G22 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 WF 42 Job Reference (optional) I37868254 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:58 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Mzi9XUFpjgFirDB?n5iW0VtIlHVR03jYiXanOwyw9qx NOTES- 10) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2095 lb down and 724 lb up at 35-7-9, 52 lb down and 27 lb up at 37-11-4, and 132 lb down and 50 lb up at 39-11-4, and 465 lb down and 241 lb up at 41-0-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Special hanger(s) or other connection device(s) shall be provided at 38-4-5 from the left end sufficient to connect truss(es) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 8-14=-60, 25-27=-20, 16-24=-20, 14-16=-20 Concentrated Loads (lb) Vert: 16=-465(F) 18=-2067(F) 34=-52(F) 35=-132(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss G23 Truss Type Flat Girder Qty 1 Ply 1 WF 42 Job Reference (optional) I37868255 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:06:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-q9GYlqGRU_NZTNmBLpDlYjQWJh_pld7ixBJKwMyw9qw Scale = 1:38.11234 8 7 6 5 9 10 3x6 4x6 2x4 4x4 8x8 3x4 8x8 4x6 LU24 LU24 HUS26 HUS26 1-8-8 1-8-8 3-3-3 1-6-12 4-0-3 0-9-0 4-11-11 0-11-8 1-8-8 1-8-8 3-3-3 1-6-12 4-0-3 0-9-0 4-11-11 0-11-8 6-11-14Plate Offsets (X,Y)-- [6:0-3-8,0-4-12], [7:0-4-0,0-4-12], [8:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.31 0.44 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-8, 3-5 REACTIONS.(lb/size)8=1473/Mechanical, 5=1782/Mechanical Max Uplift 8=-476(LC 3), 5=-471(LC 3) Max Grav 8=1517(LC 2), 5=1852(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1385/447, 1-2=-305/85 BOT CHORD 6-7=-91/295 WEBS 1-7=-370/1328, 2-6=-347/138, 3-6=-244/1340, 3-5=-1408/394 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=476, 5=471. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Use Simpson Strong-Tie LU24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-7 from the left end to 3-0-7 to connect truss(es) to front face of top chord. 8) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 3-11-4 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-1391(B) 6=-1392(B) 9=-83(F) 10=-15(F) July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss H4 Truss Type Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868256 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-BObsMLXEIl9R6lRQeQdwRMKDkYSlvfpx_cfUi4yw9qa Scale = 1:40.4 1 2 3 4 5 6 7 8 9 10 11 12 13 4x6 4x6 3x6 3x6 3x4 7-9-0 7-9-0 15-6-0 7-9-0 -1-0-0 1-0-0 6-4-1 6-4-1 9-1-15 2-9-14 15-6-0 6-4-1 16-6-0 1-0-0 0-6-136-10-140-6-136-10-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-10], [2:0-1-10,0-4-0], [2:0-0-13,0-0-13], [3:0-4-4,0-1-12], [4:0-4-4,0-1-12], [5:0-0-13,0-0-13], [5:0-1-10,0-4-0], [5:0-3-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.59 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.01 (loc) 5-7 5-7 5 l/defl >999 >867 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=676/0-4-8, 5=676/0-4-8 Max Horz 2=143(LC 10) Max Uplift 2=-88(LC 11), 5=-88(LC 12) Max Grav 2=685(LC 2), 5=685(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-668/128, 3-4=-420/153, 4-5=-668/128 BOT CHORD 2-7=-50/429, 5-7=-19/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2) 6-4-1 to 13-4-14, Interior(1) 13-4-14 to 16-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss H7 Truss Type Half Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868257 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-fa9EahYs32HIkv0cB889_ZtTOyuFe6P4DGO2EXyw9qZ Scale: 1/2"=1' 1 2 3 4 5 6 2x4 3x4 4x4 4x4 3-0-1 3-0-1 6-0-0 2-11-15 -1-0-0 1-0-0 3-0-1 3-0-1 6-0-0 2-11-15 0-6-133-6-1412.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-4-0,0-1-10], [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 0.00 (loc) 2 2-5 5 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 2=304/0-3-8 Max Horz 2=119(LC 11) Max Uplift 5=-51(LC 8), 2=-31(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss H8 Truss Type Half Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868258 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-7mjcn1ZUqMP9L3bolrfOXnPbyMDYNY8ESw8bmzyw9qY Scale = 1:33.2 1 2 3 4 5 6 4x4 2x4 3x4 4x4 4-8-1 4-8-1 6-0-0 1-3-15 -1-0-0 1-0-0 4-8-1 4-8-1 6-0-0 1-3-15 0-6-135-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-10], [2:0-0-13,0-0-13], [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.33 0.24 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 0.00 (loc) 2 2-5 5 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 2=304/0-3-8 Max Horz 2=170(LC 11) Max Uplift 5=-92(LC 11), 2=-3(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-1, Exterior(2) 4-8-1 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss H11 Truss Type Half Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868259 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-MEEb6ISTjvOHOq_GHAWWC54It7WtVxa3cgCAURyw9qg Scale: 1/2"=1' 1 2 3 4 5 8 7 6 6x8 2x4 3x4 4x4 2x4 2x4 3x4 2-3-8 2-3-8 6-0-0 3-8-8 -1-0-0 1-0-0 2-3-8 2-3-8 3-0-1 0-8-9 6-0-0 2-11-15 0-6-133-6-142-6-141-0-03-6-1412.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-10], [2:0-0-13,0-0-13], [4:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.17 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.02 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=221/Mechanical, 2=304/0-3-8 Max Horz 2=119(LC 11) Max Uplift 6=-51(LC 8), 2=-31(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/36, 3-4=-286/133 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-12, Interior(1) 2-1-12 to 3-0-1, Exterior(2) 3-0-1 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss H12 Truss Type Half Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868260 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-qQozJeT5UCW80_ZSrt1lkIdSjXs_ENMCrKxk0tyw9qf Scale = 1:33.2 1 2 3 4 5 8 7 6 8x8 2x4 3x4 4x4 2x4 2x4 3x4 2-3-8 2-3-8 4-8-1 2-4-9 6-0-0 1-3-15 -1-0-0 1-0-0 2-3-8 2-3-8 4-8-1 2-4-9 6-0-0 1-3-15 0-6-135-2-144-2-141-0-05-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-10], [2:0-0-13,0-0-13], [4:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.18 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.02 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=221/Mechanical, 2=304/0-3-8 Max Horz 2=170(LC 11) Max Uplift 6=-93(LC 11), 2=-2(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/0, 3-4=-360/171 WEBS 4-7=-216/396 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-12, Interior(1) 2-1-12 to 4-8-1, Exterior(2) 4-8-1 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss H13 Truss Type Half Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868261 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-JcMLX_UkFWe?d88ePbY_HW9ccxCrzrEL3_hHZJyw9qe Scale = 1:22.5 1 2 3 4 7 6 5 8 2x4 4x4 3x6 4x4 2x4 4x8 3x4 3-0-1 3-0-1 4-1-8 1-1-7 4-11-11 0-10-3 -1-0-0 1-0-0 3-0-1 3-0-1 4-11-11 1-11-10 0-6-133-6-141-11-31-7-1012.00 12 5.13 12 Plate Offsets (X,Y)-- [2:0-0-15,0-1-13], [2:0-1-9,0-5-6], [3:0-6-8,0-2-0], [6:0-2-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2 2-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=179/Mechanical, 2=264/0-3-8 Max Horz 2=119(LC 11) Max Uplift 5=-49(LC 11), 2=-21(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 4-9-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss H14 Truss Type Half Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868262 8.220 s Mar 22 2019 MiTek Industries, Inc. Mon Jul 22 09:23:42 2019 Page 1 ID:juL00LztqpGMuADZjRpv0_ywd8s-aeo9dKzru62FPvO3So2fYLvLV?3?eh7QbeGkCdyvYwF Scale = 1:29.0 1 2 3 4 5 6 4x6 4x4 3x6 2x4 4-11-11 4-11-11 4-8-1 4-8-1 4-11-11 0-3-10 0-6-135-2-143-2-142-0-03-4-61-10-812.00 12 5.13 12 Plate Offsets (X,Y)-- [1:0-1-9,0-5-6], [1:0-1-3,0-1-9], [2:0-3-8,0-1-8], [2:0-1-4,0-1-4], [3:0-1-4,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.27 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.05 0.00 (loc) 1-4 1-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=191/Mechanical, 4=191/Mechanical Max Horz 1=152(LC 11) Max Uplift 4=-116(LC 11) Max Grav 1=191(LC 1), 4=204(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 4-8-1, Exterior(2) 4-8-1 to 4-9-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Timberland Home Center, Brazil, IN - 47834, July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss H15 Truss Type Half Hip Qty 1 Ply 1 WF 42 Job Reference (optional) I37868263 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-F?T5ygW_m7vjtSH1W0aSMxFy?kuGRlieXIAOdCyw9qc Scale = 1:24.6 1 2 3 4 7 6 5 8 2x4 4x4 3x6 4x4 2x4 4x8 3x4 3-0-14 3-0-14 4-2-8 1-1-10 5-1-13 0-11-5 -1-0-0 1-0-0 3-0-14 3-0-14 5-1-13 2-0-15 0-6-133-7-111-11-101-8-112.00 12 5.13 12 Plate Offsets (X,Y)-- [2:0-0-15,0-1-13], [2:0-1-9,0-5-6], [3:0-6-8,0-2-0], [6:0-2-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.14 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 2-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=186/Mechanical, 2=271/0-3-8 Max Horz 2=121(LC 11) Max Uplift 5=-50(LC 11), 2=-22(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-14, Exterior(2) 3-0-14 to 5-0-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss H16 Truss Type HALF HIP Qty 1 Ply 1 WF 42 Job Reference (optional) I37868264 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-jB1U90WcXR1aUcsD4j5hv8n668DHACSomyvxAeyw9qb Scale = 1:33.3 1 2 3 4 5 6 7 4x6 4x4 3x6 2x4 5-1-13 5-1-13 -1-0-0 1-0-0 4-8-14 4-8-14 5-1-13 0-4-15 0-6-135-3-113-2-132-0-143-4-41-11-712.00 12 5.13 12 Plate Offsets (X,Y)-- [2:0-1-9,0-5-6], [2:0-1-3,0-1-5], [3:0-4-8,0-2-0], [3:0-0-0,0-1-12], [4:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.05 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=271/0-3-8, 5=186/Mechanical Max Horz 2=172(LC 11) Max Uplift 5=-111(LC 11) Max Grav 2=271(LC 1), 5=198(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-14, Exterior(2) 4-8-14 to 5-0-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=111. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J1 Truss Type Jack-Closed Qty 4 Ply 1 WF 42 Job Reference (optional) I37868265 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-7mjcn1ZUqMP9L3bolrfOXnPbVMFYNY6ESw8bmzyw9qY Scale = 1:29.3 1 2 3 4 6 5 7 8 2x4 3x4 2x4 2x4 4x8 4-9-7 4-9-7 6-0-0 1-2-9 -1-0-0 1-0-0 4-9-7 4-9-7 6-0-0 1-2-9 0-4-134-4-1110.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.12 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 0.00 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=219/Mechanical, 2=305/0-4-8 Max Horz 2=181(LC 11) Max Uplift 5=-124(LC 8), 2=-43(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-238/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-9-7, Exterior(2) 4-9-7 to 5-10-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=124. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J2 Truss Type Jack-Closed Qty 9 Ply 1 WF 42 Job Reference (optional) I37868266 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-MVm0g6g8j7XtwSnXnEJVOgHBE_Ic_dYZWppabxyw9qP Scale = 1:32.5 1 2 3 4 5 6 7 2x4 3x4 2x4 2x4 6-0-0 6-0-0 -1-0-0 1-0-0 3-0-3 3-0-3 6-0-0 2-11-13 0-4-135-4-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.11 0.25 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.09 0.00 (loc) 2-5 2-5 5 l/defl >767 >733 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=219/Mechanical, 2=305/0-4-8 Max Horz 2=214(LC 11) Max Uplift 5=-151(LC 11), 2=-24(LC 8) Max Grav 5=235(LC 18), 2=305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=151. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J3 Truss Type Jack-Closed Qty 4 Ply 1 WF 42 Job Reference (optional) I37868267 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-72F2Mrm9qaYkugO3FwSNjMcZjC40sFPkM3l?tUyw9qH Scale = 1:17.7 1 2 3 4 2x4 2x4 4x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-6-132-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-4-0,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=55/Mechanical, 2=153/0-4-8 Max Horz 2=101(LC 11) Max Uplift 4=-59(LC 11), 2=-4(LC 11) Max Grav 4=68(LC 18), 2=153(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J4 Truss Type Jack-Closed Qty 2 Ply 1 WF 42 Job Reference (optional) I37868268 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-cEoQZBnnbugbWqzGpd_cFa9kycMPbigtbjVYPwyw9qG Scale = 1:39.8 1 2 3 4 5 6 2x4 3x4 4x4 2x4 6-2-0 6-2-0 -1-0-0 1-0-0 3-0-1 3-0-1 6-2-0 3-1-15 0-6-136-8-1312.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-4-0,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.11 0.27 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.11 0.00 (loc) 2 2-5 5 l/defl **** >658 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=228/Mechanical, 2=310/0-3-8 Max Horz 2=209(LC 11) Max Uplift 5=-143(LC 11) Max Grav 5=250(LC 18), 2=310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=143. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J5 Truss Type Jack-Closed Qty 2 Ply 1 WF 42 Job Reference (optional) I37868269 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-4QMomXnPMCoS7_YSMLVronivx0ltK8l1pNE6xMyw9qF Scale = 1:36.8 1 2 3 4 5 7 6 8 9 3x4 2x4 3x4 4x4 3x4 2x4 2-9-9 2-9-9 6-2-0 3-4-7 -1-0-0 1-0-0 2-9-9 2-9-9 5-5-7 2-7-14 6-2-0 0-8-9 0-6-136-0-412.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-4-0,0-1-10], [3:0-1-4,0-1-8], [4:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.06 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=228/Mechanical, 2=310/0-3-8 Max Horz 2=194(LC 11) Max Uplift 6=-121(LC 11) Max Grav 6=233(LC 18), 2=310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-5-7, Exterior(2) 5-5-7 to 6-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=121. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J6 Truss Type Jack-Closed Qty 2 Ply 1 WF 42 Job Reference (optional) I37868270 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-4QMomXnPMCoS7_YSMLVronit40kYK9w1pNE6xMyw9qF Scale = 1:28.4 1 2 3 4 6 5 7 8 2x4 3x4 4x4 2x4 4x8 3-9-7 3-9-7 6-2-0 2-4-9 -1-0-0 1-0-0 3-9-7 3-9-7 6-2-0 2-4-9 0-6-134-4-412.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-4-0,0-1-10], [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=228/Mechanical, 2=310/0-3-8 Max Horz 2=143(LC 11) Max Uplift 5=-62(LC 11), 2=-22(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-7, Exterior(2) 3-9-7 to 6-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J7 Truss Type Jack-Closed Qty 3 Ply 1 WF 42 Job Reference (optional) I37868271 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-YdwA_to17VwJl87ew204K?E4ZQ5K3c9A21_fUpyw9qE Scale = 1:18.9 1 2 3 4 5 2x4 2x4 2x4 2-11-4 2-11-4 -1-0-0 1-0-0 2-11-4 2-11-4 0-4-132-10-310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=91/Mechanical, 2=189/0-3-8 Max Horz 2=92(LC 11) Max Uplift 4=-46(LC 11), 2=-16(LC 11) Max Grav 4=98(LC 18), 2=189(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-9-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J8 Truss Type Jack-Closed Qty 2 Ply 1 WF 42 Job Reference (optional) I37868272 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-0pUYBDpfup2ANIiqUmXJtCnGtpR_o3OKHhjC0Fyw9qD Scale = 1:14.5 1 2 3 4 2x4 2x4 2x4 1-10-13 1-10-13 -1-0-0 1-0-0 1-10-13 1-10-13 0-4-131-11-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=51/Mechanical, 2=149/0-3-8 Max Horz 2=66(LC 11) Max Uplift 4=-24(LC 11), 2=-21(LC 11) Max Grav 4=55(LC 18), 2=149(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J9 Truss Type Jack-Closed Qty 17 Ply 1 WF 42 Job Reference (optional) I37868273 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-U?2xPZqIf7A1_RH12T2YQQKQ1DkbXWkTVLTmYhyw9qC Scale = 1:38.9 1 2 3 4 5 6 7 2x4 3x4 4x4 2x4 6-0-0 6-0-0 -1-0-0 1-0-0 2-11-1 2-11-1 6-0-0 3-0-15 0-6-136-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-4-0,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.25 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 0.00 (loc) 2 2-5 5 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 2=304/0-3-8 Max Horz 2=204(LC 11) Max Uplift 5=-139(LC 11) Max Grav 5=243(LC 18), 2=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=139. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J10 Truss Type Jack-Closed Qty 2 Ply 1 WF 42 Job Reference (optional) I37868274 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-bzH_?NZ7bgX0zDA_JZAd3_yp6lbX60SNgZt9JPyw9qX Scale = 1:14.3 1 2 3 4 2x4 2x4 4x4 2-2-9 2-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 0-6-131-11-137.68 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-7], [2:0-5-0,0-0-14], [2:0-1-1,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=26/Mechanical, 2=229/0-4-9 Max Horz 2=67(LC 11) Max Uplift 4=-17(LC 11), 2=-44(LC 11) Max Grav 4=33(LC 18), 2=229(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J11 Truss Type Jack-Closed Qty 4 Ply 1 WF 42 Job Reference (optional) I37868275 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-49rNCjalMzftbNlBtGhscCV0f9yWrThXvDdirryw9qW Scale = 1:14.9 1 2 3 4 2x4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-4-132-0-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=56/Mechanical, 2=152/0-3-8 Max Horz 2=69(LC 11) Max Uplift 4=-27(LC 11), 2=-20(LC 11) Max Grav 4=60(LC 18), 2=152(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J12 Truss Type Jack-Closed Qty 3 Ply 1 WF 42 Job Reference (optional) I37868276 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-YLOlQ3bN7HnjCXKNQ_C58P19LZFiavUg8tMFNIyw9qV Scale = 1:39.1 1 2 3 4 7 6 5 8 2x4 3x4 4x4 2x4 3x6 2x4 2-3-8 2-3-8 6-0-0 3-8-8 -1-0-0 1-0-0 2-3-8 2-3-8 6-0-0 3-8-8 0-6-136-6-135-6-131-0-012.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-4-0,0-1-10], [3:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.22 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.02 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/Mechanical, 2=304/0-3-8 Max Horz 2=204(LC 11) Max Uplift 5=-139(LC 11) Max Grav 5=243(LC 18), 2=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/0 BOT CHORD 5-6=-198/338 WEBS 3-5=-351/206 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-12, Interior(1) 2-1-12 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=139. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J13 Truss Type Jack-Closed Qty 1 Ply 1 WF 42 Job Reference (optional) I37868277 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-0Yy7dPc?ubvaqgvZ_hjKhdaKGzdxJNBqNX6pvkyw9qU Scale = 1:14.4 1 2 3 4 2x4 2x4 4x4 2-2-9 2-2-2 -1-7-0 1-7-0 2-2-9 2-2-9 0-6-131-11-137.68 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-7], [2:0-5-0,0-0-14], [2:0-1-1,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=25/Mechanical, 2=232/0-4-9 Max Horz 2=67(LC 11) Max Uplift 4=-16(LC 11), 2=-45(LC 11) Max Grav 4=32(LC 18), 2=232(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J14 Truss Type Jack-Closed Qty 2 Ply 1 WF 42 Job Reference (optional) I37868278 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-UkWVqlcdfu1RSqTmYPFZEq7RnNyh2qRzbBrMSAyw9qT Scale = 1:30.7 1 2 3 4 5 2x4 4x4 3x6 2x4 4-11-11 4-11-11 4-11-11 4-11-11 0-6-135-6-83-6-82-0-03-8-01-10-812.00 12 5.13 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-13], [1:0-1-9,0-5-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.39 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.05 0.00 (loc) 1 1-3 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=191/Mechanical, 3=191/Mechanical Max Horz 1=155(LC 11) Max Uplift 3=-121(LC 11) Max Grav 1=191(LC 1), 3=209(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 4-9-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=121. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J15 Truss Type Jack-Closed Qty 1 Ply 1 WF 42 Job Reference (optional) I37868279 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-UkWVqlcdfu1RSqTmYPFZEq7VeN_62qRzbBrMSAyw9qT Scale = 1:14.4 1 2 3 4 2x4 2x4 3x6 2x4 2-2-9 2-2-9 -1-7-0 1-7-0 2-2-9 2-2-9 0-6-131-11-131-5-90-6-41-6-80-5-57.68 12 3.28 12 Plate Offsets (X,Y)-- [2:0-2-0,0-5-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.14 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=214/0-3-11, 4=47/Mechanical Max Horz 2=68(LC 11) Max Uplift 2=-38(LC 11), 4=-23(LC 11) Max Grav 2=214(LC 1), 4=53(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J16 Truss Type Jack-Closed Qty 2 Ply 1 WF 42 Job Reference (optional) I37868280 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-yw4t25dFQC9I3_2y66mom2figmKSnGh6qrbw_dyw9qS Scale = 1:14.9 1 2 3 4 2x4 2x4 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 0-4-132-0-131-4-10-8-121-5-90-7-410.00 12 5.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=152/0-3-8, 4=56/Mechanical Max Horz 2=69(LC 11) Max Uplift 2=-16(LC 11), 4=-30(LC 11) Max Grav 2=152(LC 1), 4=61(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J17 Truss Type Jack-Closed Qty 2 Ply 1 WF 42 Job Reference (optional) I37868281 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Q7eGFQetBWH9h8d8fpH1JFCpgAWzWfPG3VKTW3yw9qR Scale = 1:76.8 1 2 3 4 5 6 9 8 7 10 11 12 13 3x4 2x4 3x4 3x4 4x4 3x4 2x4 3x4 1 0 - 7 - 1 4 8-1-3 8-1-3 16-2-0 8-0-13 -1-0-0 1-0-0 5-6-2 5-6-2 10-8-5 5-2-3 16-2-0 5-5-11 0-4-1313-10-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.30 0.58 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.36 0.01 (loc) 7-9 7-9 7 l/defl >878 >529 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size)7=633/Mechanical, 2=706/0-3-8 Max Horz 2=426(LC 11) Max Uplift 7=-296(LC 11) Max Grav 7=756(LC 18), 2=706(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-760/0, 3-5=-605/0 BOT CHORD 2-9=-257/587, 7-9=-132/307 WEBS 3-9=-266/185, 5-9=-113/535, 5-7=-589/257 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=296. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J18 Truss Type Jack-Closed Qty 11 Ply 1 WF 42 Job Reference (optional) I37868282 8.220 s Mar 22 2019 MiTek Industries, Inc. Mon Jul 22 09:25:07 2019 Page 1 ID:juL00LztqpGMuADZjRpv0_ywd8s-b?RHTO?9sElB6zOOx94bVGwuHG4_38Ax8MMkgByvYuw Scale = 1:31.5 1 2 4 3 6 7 5 6x8 3x4 2x4 4-10-13 4-10-13 4-10-13 4-10-13 0-9-130-8-85-8-103-7-112-0-143-9-31-10-212.00 12 5.13 12 Plate Offsets (X,Y)-- [1:0-2-5,0-0-15], [1:0-5-14,0-2-4], [4:0-0-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.25 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.04 0.01 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=184/Mechanical, 3=184/Mechanical Max Horz 5=139(LC 11) Max Uplift 3=-129(LC 11) Max Grav 5=184(LC 1), 3=205(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-9-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3. Timberland Home Center, Brazil, IN - 47834, July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J19 Truss Type Jack-Closed Qty 1 Ply 1 WF 42 Job Reference (optional) I37868283 8.220 s Mar 22 2019 MiTek Industries, Inc. Mon Jul 22 09:25:27 2019 Page 1 ID:juL00LztqpGMuADZjRpv0_ywd8s-0rergEFi9NGMV2wE6MRHJUlK?KxjkB7tkUCoN1yvYuc Scale = 1:14.6 1 2 3 4 2x4 2x4 3x6 2x4 2-3-14 2-3-9 -1-6-12 1-6-12 2-3-14 2-3-14 0-6-132-0-111-6-00-6-101-7-00-5-117.68 12 3.28 12 Plate Offsets (X,Y)-- [2:0-2-0,0-5-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.14 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 2 2-4 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=214/0-1-8, 4=54/Mechanical Max Horz 2=69(LC 11) Max Uplift 2=-36(LC 11), 4=-26(LC 11) Max Grav 2=214(LC 1), 4=60(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 2 and 26 lb uplift at joint 4. Timberland Home Center, Brazil, IN - 47834, July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J20 Truss Type Jack-Closed Qty 2 Ply 1 WF 42 Job Reference (optional) I37868284 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-rhKOuSgmTRfkYbMjLyqkxuqMROhOj4gilTZ77Oyw9qO Scale = 1:15.3 1 2 3 4 2x4 2x4 2x4 2-1-0 2-1-0 -1-0-0 1-0-0 2-1-0 2-1-0 0-4-132-1-101-4-70-9-31-5-150-7-1110.00 12 5.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 2 2-4 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=162/0-3-8, 4=50/Mechanical Max Horz 2=71(LC 11) Max Uplift 2=-19(LC 11), 4=-29(LC 11) Max Grav 2=162(LC 1), 4=56(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J21 Truss Type Jack-Closed Qty 1 Ply 1 WF 42 Job Reference (optional) I37868285 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Jutm5ohOEkobAlxvufLzT5MWUn1jSVPs_7Ihfqyw9qN Scale = 1:49.3 1 2 4 3 2x4 3x4 2x4 3x4 1-9-7 1-9-7 1-9-7 1-9-7 7-6-08-11-1410.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.01 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS.(lb/size)4=60/Mechanical, 3=60/Mechanical Max Horz 4=38(LC 11) Max Uplift 4=-34(LC 9), 3=-211(LC 11) Max Grav 4=188(LC 11), 3=112(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=211. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J22 Truss Type Jack-Closed Qty 1 Ply 1 WF 42 Job Reference (optional) I37868286 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Jutm5ohOEkobAlxvufLzT5MVKn0dSWEs_7Ihfqyw9qN Scale = 1:48.7 1 2 4 3 5 2x4 3x4 2x4 3x4 3-9-7 3-9-7 3-9-7 3-9-7 5-10-08-11-1410.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.20 0.08 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS.(lb/size)4=140/Mechanical, 3=140/Mechanical Max Horz 4=88(LC 11) Max Uplift 3=-206(LC 11) Max Grav 4=189(LC 20), 3=185(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-7-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=206. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J23 Truss Type Jack-Closed Qty 1 Ply 1 WF 42 Job Reference (optional) I37868287 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-n4R9I8i0?2wSnvW6SNtC0JvjSBNtB_A?Cn2EBGyw9qM Scale = 1:12.9 1 2 3 2x4 2x4 2x4 1-10-15 1-10-15 1-10-15 1-10-15 0-4-131-11-151-3-100-8-51-5-20-6-1310.00 12 5.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=69/0-3-8, 3=69/Mechanical Max Horz 1=49(LC 11) Max Uplift 3=-37(LC 11) Max Grav 1=69(LC 1), 3=74(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J24 Truss Type Jack-Closed Qty 1 Ply 1 WF 42 Job Reference (optional) I37868288 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-FG?XWUjemM2JP35I04ORYWSrZbhzwRQ8RRnnkjyw9qL Scale = 1:21.3 1 2 3 4 2x4 2x4 2x4 3-10-15 3-10-15 3-10-15 3-10-15 0-4-133-7-152-1-61-6-92-2-141-5-110.00 12 5.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 1 1-3 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=145/0-3-8, 3=145/Mechanical Max Horz 1=98(LC 11) Max Uplift 3=-73(LC 11) Max Grav 1=145(LC 1), 3=153(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J25 Truss Type Jack-Closed Structural Gable Qty 1 Ply 1 WF 42 Job Reference (optional) I37868289 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-jTZvjqjGXfAA1DfUanvg5k_1v?2efugIg5XLG9yw9qK Scale = 1:14.0 1 2 3 45 2x4 2x4 4x4 1-4-13 1-4-13 2-1-4 0-8-7 -1-6-12 1-6-12 2-1-4 2-1-4 0-6-131-10-157.68 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-7], [2:0-5-0,0-0-14], [2:0-1-1,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 5 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=8/Mechanical, 2=216/0-3-15, 5=23/0-4-9 Max Horz 2=65(LC 11) Max Uplift 4=-19(LC 11), 2=-47(LC 11) Max Grav 4=16(LC 9), 2=216(LC 1), 5=23(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J26 Truss Type Jack-Closed Qty 3 Ply 1 WF 42 Job Reference (optional) I37868290 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-jTZvjqjGXfAA1DfUanvg5k_3e?2UfugIg5XLG9yw9qK Scale = 1:14.9 1 2 3 4 2x4 2x4 4x4 1-5-5 1-5-5 -1-0-0 1-0-0 1-5-5 1-5-5 0-6-132-0-212.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-4-0,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=26/Mechanical, 2=137/0-3-0 Max Horz 2=66(LC 11) Max Uplift 4=-24(LC 11), 2=-14(LC 11) Max Grav 4=33(LC 18), 2=137(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J27 Truss Type Jack-Closed Structural Gable Qty 2 Ply 1 WF 42 Job Reference (optional) I37868291 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Bf7HxAkvIzI1eNEh7VQvexXBLPMeOLvRulGuobyw9qJ Scale = 1:14.3 1 2 3 4 2x4 2x4 4x4 2-2-9 2-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 0-6-131-11-137.68 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-7], [2:0-5-0,0-0-14], [2:0-1-1,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=18/Mechanical, 2=236/0-6-2 Max Horz 2=81(LC 11) Max Uplift 4=-29(LC 11), 2=-47(LC 11) Max Grav 4=33(LC 10), 2=236(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J28 Truss Type Jack-Closed Qty 1 Ply 1 WF 42 Job Reference (optional) I37868292 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-frhf8VlX3HQtGWpthCx8A94NJojl7o9b7P0RK2yw9qI Scale = 1:14.3 1 2 3 4 2x4 2x4 4x4 2-2-9 2-2-2 -1-6-12 1-6-12 2-2-9 2-2-9 0-6-131-11-137.68 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-7], [2:0-5-0,0-0-14], [2:0-1-1,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=26/Mechanical, 2=229/0-4-9 Max Horz 2=67(LC 11) Max Uplift 4=-17(LC 11), 2=-44(LC 11) Max Grav 4=33(LC 18), 2=229(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss J29 Truss Type Jack-Closed Qty 1 Ply 1 WF 42 Job Reference (optional) I37868293 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-frhf8VlX3HQtGWpthCx8A94ORokO7o9b7P0RK2yw9qI Scale = 1:17.3 1 2 32x4 2x4 2x4 2-11-4 2-11-4 2-11-4 2-11-4 0-4-132-10-310.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.11 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1-3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=106/0-3-8, 3=106/Mechanical Max Horz 1=72(LC 11) Max Uplift 3=-54(LC 11) Max Grav 1=106(LC 1), 3=112(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss M1 Truss Type Monopitch Qty 1 Ply 1 WF 42 Job Reference (optional) I37868294 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-U?2xPZqIf7A1_RH12T2YQQKI0Dj8XWeTVLTmYhyw9qC Scale = 1:35.0 1 2 3 4 5 6 2x4 2x4 2x4 6-4-8 6-4-8 -1-0-0 1-0-0 6-4-8 6-4-8 0-4-135-8-910.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.61 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.12 -0.12 0.00 (loc) 2-4 2-4 l/defl >616 >586 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=238/0-3-8, 2=318/0-3-0 Max Horz 2=179(LC 11) Max Uplift 4=-114(LC 11), 2=-3(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-2-12 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4 and 2. This connection is for uplift only and does not consider lateral forces. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P1 Truss Type GABLE Qty 1 Ply 1 WF 42 Job Reference (optional) I37868295 8.220 s Mar 22 2019 MiTek Industries, Inc. Mon Jul 22 09:26:05 2019 Page 1 ID:juL00LztqpGMuADZjRpv0_ywd8s-u9xDeDiYC23z3tqYLK6CrVKpteteeLzTTOPojqyvYu0 Scale = 1:35.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 4x4 4x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-5-2 20-5-2 6-0-9 6-0-9 14-4-9 8-3-15 20-5-2 6-0-9 0-4-134-11-05-0-80-1-80-4-130-1-84-11-010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-4,0-2-1], [4:0-0-0,0-1-12], [5:0-1-12,0-0-0], [7:0-1-12,0-0-0], [8:0-2-4,0-2-1], [8:0-0-0,0-1-12], [10:0-2-1,0-1-8], [14:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.16 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-2-0. (lb) - Max Horz 2=-95(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 15, 13, 10 except 16=-138(LC 11), 12=-137(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=432(LC 24), 15=327(LC 24), 16=284(LC 18), 13=327(LC 25), 12=282(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-262/102 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-0-9, Exterior(2) 6-0-9 to 10-2-9, Interior(1) 10-2-9 to 14-4-9, Exterior(2) 14-4-9 to 18-7-7, Interior(1) 18-7-7 to 20-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 15, 13, 10 except (jt=lb) 16=138, 12=137. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Timberland Home Center, Brazil, IN - 47834, July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P2 Truss Type Piggyback Qty 1 Ply 1 WF 42 Job Reference (optional) I37868296 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-YuSbYh?i6k3vHlwvQ7p3XaRyoGuzYH4gyAb3ZKyw9pz Scale = 1:37.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-5-2 20-5-2 6-2-9 6-2-9 8-9-6 2-6-12 16-9-6 8-0-0 20-5-2 3-7-13 0-4-135-0-102-11-05-2-20-1-80-4-130-1-82-11-010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [8:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.07 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-2-0. (lb) - Max Horz 2=-97(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 16, 13, 10 except 17=-143(LC 11), 12=-115(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=341(LC 23), 16=295(LC 1), 17=303(LC 18), 13=322(LC 23), 12=271(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-263/113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-2-9, Exterior(2) 6-2-9 to 8-9-6, Interior(1) 8-9-6 to 16-9-6, Exterior(2) 16-9-6 to 19-9-9, Interior(1) 19-9-9 to 20-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 16, 13, 10 except (jt=lb) 17=143, 12=115. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P3 Truss Type GABLE Qty 1 Ply 1 WF 42 Job Reference (optional) I37868297 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-rENF0455TtyvdqyFK5RiJ3E9M5HdhRiiZmowJQyw9ps Scale = 1:37.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 20-5-2 20-5-2 6-2-9 6-2-9 11-2-2 4-11-9 19-2-2 8-0-0 20-5-2 1-3-0 0-4-135-0-100-11-05-2-20-1-80-4-130-1-80-11-010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [9:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.07 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-2-0. (lb) - Max Horz 2=-97(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 10, 13, 12 except 17=-143(LC 11), 14=-131(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 16=314(LC 18), 17=307(LC 18), 14=332(LC 23), 13=327(LC 1), 12=266(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-14=-254/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-2-9, Exterior(2) 6-2-9 to 9-2-9, Interior(1) 9-2-9 to 19-2-2, Exterior(2) 19-2-2 to 20-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 10, 13, 12 except (jt=lb) 17=143, 14=131. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P4 Truss Type PIGGYBACK Qty 1 Ply 1 WF 42 Job Reference (optional) I37868298 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-JQxdEQ5jEB4mF_XSuozxrGnK5VdvQvpsoQXUrsyw9pr Scale = 1:35.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 4x4 3x4 5x6 5x6 2x4 2x4 2x4 2x4 3x4 2x4 2x4 20-5-2 20-5-2 20-5-2 20-5-2 0-4-131-9-31-10-110-1-80-4-130-1-81-9-310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [5:0-3-0,0-3-0], [7:0-2-0,0-1-13], [8:0-2-1,0-1-8], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-2-0. (lb) - Max Horz 2=-33(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 11, 8, 14, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 14, 10 except 12=311(LC 1), 13=338(LC 23), 11=343(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-257/94, 6-11=-262/96 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 6-2-9, Interior(1) 6-2-9 to 18-1-15, Exterior(2) 18-1-15 to 20-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 13, 11, 8, 14, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P5 Truss Type GABLE Qty 1 Ply 1 WF 42 Job Reference (optional) I37868299 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-ndV?Rm6L?VCdt86eSWUAOUJV?uy_9Mh?14H1NIyw9pq Scale = 1:35.0 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-5-2 20-5-2 4-8-0 4-8-0 15-9-2 11-1-1 20-5-2 4-8-0 0-4-133-9-33-10-110-1-80-4-130-1-83-9-310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [8:0-2-0,0-1-13], [10:0-2-1,0-1-8], [14:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-2-0. (lb) - Max Horz 2=-72(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 15, 16, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 16, 12, 10 except 14=332(LC 22), 15=296(LC 22), 13=296(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-254/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-8-0, Exterior(2) 4-8-0 to 8-10-15, Interior(1) 8-10-15 to 15-9-2, Exterior(2) 15-9-2 to 20-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 15, 16, 13, 12, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P6 Truss Type PIGGYBACK Qty 1 Ply 1 WF 42 Job Reference (optional) I37868300 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-j?cmsS8bX6SL6RG1ZwWeTvPr1id7dFCIUNm8SByw9po Scale = 1:36.7 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-5-2 20-5-2 7-0-13 7-0-13 13-4-5 6-3-8 20-5-2 7-0-13 0-4-135-9-35-10-110-1-80-4-130-1-85-9-310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-0,0-1-13], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-1,0-1-8], [14:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.16 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-2-0. (lb) - Max Horz 2=-111(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 13, 10 except 15=-101(LC 11), 16=-141(LC 11), 12=-142(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=403(LC 25), 15=364(LC 18), 16=278(LC 18), 13=356(LC 19), 12=279(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 7-0-13, Exterior(2) 7-0-13 to 11-3-12, Interior(1) 11-3-12 to 13-4-5, Exterior(2) 13-4-5 to 17-7-4, Interior(1) 17-7-4 to 20-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 13, 10 except (jt=lb) 15=101, 16=141, 12=142. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P7 Truss Type PIGGYBACK Qty 1 Ply 1 WF 42 Job Reference (optional) I37868301 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-BCA83o9EIQaCkbrD7e1t06x0Z6zJMiaRj1Vh_dyw9pn Scale = 1:43.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-5-2 20-5-2 8-10-1 8-10-1 11-7-1 2-9-0 20-5-2 8-10-1 0-4-137-2-147-4-60-1-80-4-130-1-87-2-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-0,0-1-13], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.16 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-2-0. (lb) - Max Horz 2=-140(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 10 except 16=-139(LC 11), 17=-131(LC 11), 13=-138(LC 12), 12=-131(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=337(LC 21), 16=393(LC 18), 17=268(LC 18), 13=391(LC 19), 12=269(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-251/164 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-10-1, Exterior(2) 8-10-1 to 15-10-0, Interior(1) 15-10-0 to 20-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 10 except (jt=lb) 16=139, 17=131, 13=138, 12=131. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P8 Truss Type PIGGYBACK Qty 4 Ply 1 WF 42 Job Reference (optional) I37868302 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-gOkWH79s3ji3LlQPhLY6YKUBtWJb58cbyhFFW3yw9pm Scale = 1:52.7 1 2 3 4 5 6 7 89 15 14 13 12 11 10 16 17 18 19 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-5-2 20-5-2 10-2-9 10-2-9 20-5-2 10-2-9 0-4-138-4-108-6-20-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-0-0,0-0-0], [7:0-0-0,0-0-0], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.16 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-2-0. (lb) - Max Horz 2=-161(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 14=-165(LC 11), 15=-122(LC 11), 11=-165(LC 12), 10=-121(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=383(LC 21), 14=425(LC 18), 15=259(LC 18), 11=424(LC 19), 10=258(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-283/190, 6-11=-283/189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-2-9, Exterior(2) 10-2-9 to 13-2-9, Interior(1) 13-2-9 to 20-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 14=165, 15=122, 11=165, 10=121. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P9 Truss Type GABLE Qty 1 Ply 1 WF 42 Job Reference (optional) I37868303 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-8aIuUTAUp1qwzv_bE33L5X0HJvcuqY2kAL_o3Wyw9pl Scale = 1:62.1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-9-2 25-9-2 10-2-9 10-2-9 19-4-11 9-2-2 24-8-11 5-4-0 25-9-2 1-0-7 0-4-138-4-100-8-148-6-20-1-80-4-130-1-80-8-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [9:0-2-0,0-1-13], [10:0-4-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.28 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.04 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-6-0. (lb) - Max Horz 2=-161(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 10 except 16=-165(LC 11), 17=-122(LC 11), 13=-158(LC 12), 12=-114(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 15=552(LC 21), 16=421(LC 18), 17=264(LC 18), 13=362(LC 19), 12=504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-15=-329/94, 4-16=-282/190, 6-13=-254/181, 7-12=-341/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-2-9, Exterior(2) 10-2-9 to 13-2-9, Interior(1) 13-2-9 to 24-8-11, Exterior(2) 24-8-11 to 25-6-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) N/A 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P10 Truss Type GABLE Qty 1 Ply 1 WF 42 Job Reference (optional) I37868304 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-uak31asAx2Ycrv?cjbcF12yvvRnmkpTvCIhQ90yw9q9 Scale = 1:57.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 4x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x4 3x4 25-9-2 25-9-2 10-2-9 10-2-9 16-11-14 6-9-5 22-3-14 5-4-0 25-9-2 3-5-4 0-4-138-4-102-8-148-6-20-1-80-4-130-1-82-8-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [9:0-2-4,0-2-0], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.16 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 10-12. REACTIONS.All bearings 24-6-0. (lb) - Max Horz 2=-161(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 10 except 17=-165(LC 11), 18=-123(LC 11), 14=-149(LC 12), 12=-117(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 16=438(LC 21), 17=425(LC 18), 18=261(LC 18), 14=404(LC 19), 13=341(LC 1), 12=278(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-17=-283/190, 6-14=-265/172, 8-13=-261/91 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-2-9, Exterior(2) 10-2-9 to 13-2-9, Interior(1) 13-2-9 to 22-3-14, Exterior(2) 22-3-14 to 25-6-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 10 except (jt=lb) 17=165, 18=123, 14=149, 12=117. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P11 Truss Type PIGGYBACK Qty 1 Ply 1 WF 42 Job Reference (optional) I37868305 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-NmHREwtoiLhTT3aoHJ7UaGU4xq67TGd3QyRzhSyw9q8 Scale = 1:57.6 1 2 3 4 5 67 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-9-2 25-9-2 10-2-9 10-2-9 14-7-1 4-4-8 19-11-1 5-4-0 25-9-2 5-10-1 0-4-138-4-104-8-148-6-20-1-80-4-130-1-84-8-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [9:0-2-0,0-1-13], [11:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.15 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 11 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-6-0. (lb) - Max Horz 2=-161(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 14 except 18=-165(LC 11), 19=-123(LC 11), 16=-159(LC 12), 13=-122(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 17=378(LC 21), 18=427(LC 18), 19=259(LC 18), 16=468(LC 19), 14=379(LC 25), 13=308(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-18=-283/189, 6-16=-299/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-2-9, Exterior(2) 10-2-9 to 13-2-9, Interior(1) 13-2-9 to 19-11-1, Exterior(2) 19-11-1 to 22-11-1, Interior(1) 22-11-1 to 25-6-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 14 except (jt=lb) 18=165, 19=123, 16=159, 13=122. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P12 Truss Type GABLE Qty 1 Ply 1 WF 42 Job Reference (optional) I37868306 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-rzrqSGuQTfpK5D9_q0ej7T1FMESQCiVCfcAXDvyw9q7 Scale = 1:57.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 4x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x4 2x4 2x4 3x4 25-9-2 25-9-2 10-2-9 10-2-9 12-10-9 2-8-0 18-2-9 5-4-0 25-9-2 7-6-9 0-4-138-4-106-2-08-6-20-1-80-4-130-1-86-2-010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [8:0-2-4,0-2-0], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.14 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-6-0. (lb) - Max Horz 2=-161(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 14, 13, 10 except 17=-164(LC 11), 18=-124(LC 11), 12=-160(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 16=424(LC 18), 17=426(LC 18), 18=260(LC 18), 14=410(LC 2), 13=406(LC 19), 12=360(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-17=-283/188, 7-14=-254/116, 9-12=-263/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-2-9, Exterior(2) 10-2-9 to 12-10-9, Interior(1) 12-10-9 to 18-2-9, Exterior(2) 18-2-9 to 21-2-9, Interior(1) 21-2-9 to 25-6-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 14, 13, 10 except (jt=lb) 17=164, 18=124, 12=160. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P13 Truss Type GABLE Qty 1 Ply 1 WF 42 Job Reference (optional) I37868307 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-J9PCfcu2EzxAiMkBOk9yfhaP?eoSxAOMuGw4mLyw9q6 Scale = 1:57.6 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-9-2 25-9-2 10-2-9 10-2-9 15-8-8 5-5-15 21-0-8 5-4-0 25-9-2 4-8-10 0-4-138-4-103-9-118-6-20-1-80-4-130-1-83-9-1110.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [9:0-2-0,0-1-13], [11:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.16 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 11 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-6-0. (lb) - Max Horz 2=-161(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14 except 18=-165(LC 11), 19=-123(LC 11), 15=-148(LC 12), 13=-122(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 17=428(LC 21), 18=425(LC 18), 19=261(LC 18), 15=399(LC 19), 14=324(LC 1), 13=294(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-18=-284/190, 6-15=-268/171 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-2-9, Exterior(2) 10-2-9 to 13-2-9, Interior(1) 13-2-9 to 21-0-8, Exterior(2) 21-0-8 to 24-0-8, Interior(1) 24-0-8 to 25-6-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14 except (jt=lb) 18=165, 19=123, 15=148, 13=122. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P14 Truss Type PIGGYBACK Qty 1 Ply 1 WF 42 Job Reference (optional) I37868308 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-FYXy4IwJmaBuyguZW9BQk6fmjSUuP4peLaPBqEyw9q4 Scale = 1:57.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 4x4 5x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-9-2 25-9-2 10-2-9 10-2-9 18-1-5 7-10-12 23-5-5 5-4-0 25-9-2 2-3-13 0-4-138-4-101-9-118-6-20-1-80-4-130-1-81-9-1110.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [7:0-3-0,0-2-0], [9:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.16 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-6-0. (lb) - Max Horz 2=162(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 13 except 17=-165(LC 11), 18=-122(LC 11), 15=-170(LC 12), 12=-105(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 16=432(LC 21), 17=425(LC 18), 18=260(LC 18), 15=427(LC 19), 13=325(LC 1), 12=321(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-17=-283/190, 6-15=-288/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-2-9, Exterior(2) 10-2-9 to 13-2-9, Interior(1) 13-2-9 to 23-5-5, Exterior(2) 23-5-5 to 25-6-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 13 except (jt=lb) 17=165, 18=122, 15=170, 12=105. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P15 Truss Type PIGGYBACK Qty 1 Ply 1 WF 42 Job Reference (optional) I37868309 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-jk5KIexxXuJlZqTl3sifHJBwHrqI8XcoaE8kMgyw9q3 Scale = 1:59.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 3x4 4x6 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-10-15 28-10-15 5-11-10 5-11-10 14-5-7 8-5-13 18-8-6 4-2-15 28-10-15 10-2-9 0-4-134-10-38-4-108-6-20-1-80-4-130-1-84-10-310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [7:0-2-8,Edge], [11:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.15 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.01 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-7-13. (lb) - Max Horz 2=-162(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 19, 11 except 16=-124(LC 11), 20=-129(LC 11), 14=-163(LC 12), 13=-122(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=384(LC 21), 16=412(LC 18), 18=410(LC 2), 19=322(LC 24), 20=277(LC 18), 14=424(LC 19), 13=259(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-16=-259/148, 9-14=-280/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 5-11-10, Exterior(2) 5-11-10 to 8-11-10, Interior(1) 8-11-10 to 18-8-6, Exterior(2) 18-8-6 to 21-8-6, Interior(1) 21-8-6 to 28-8-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 19, 11 except (jt=lb) 16=124, 20=129, 14=163, 13=122. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P16 Truss Type PIGGYBACK Qty 1 Ply 1 WF 42 Job Reference (optional) I37868310 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-BwfjV_xZIBRcB_2ydZEuqXk69F9Lt_XxpuuIv6yw9q2 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 3x4 3x4 4x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-10-15 28-10-15 4-0-0 4-0-0 12-5-13 8-5-13 18-8-6 6-2-9 28-10-15 10-2-9 0-4-133-2-88-4-108-6-20-1-80-4-130-1-83-2-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [12:0-2-1,0-1-8], [17:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.16 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-7-13. (lb) - Max Horz 2=161(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 19, 12 except 17=-150(LC 11), 20=-126(LC 11), 15=-165(LC 12), 14=-122(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 16=422(LC 20), 17=408(LC 18), 18=325(LC 1), 19=324(LC 22), 20=269(LC 18), 15=424(LC 19), 14=260(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-17=-268/174, 10-15=-283/190 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-0-0, Exterior(2) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 18-8-6, Exterior(2) 18-8-6 to 21-8-6, Interior(1) 21-8-6 to 28-8-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) N/A 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P17 Truss Type PIGGYBACK Qty 1 Ply 1 WF 42 Job Reference (optional) I37868311 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-f7C5jJyB3VZTp8c8BHl7MkHHyfVucSv51YdrRYyw9q1 Scale = 1:53.3 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 28 29 3x4 4x4 3x4 3x4 3x4 2x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 28-10-15 28-10-15 1-7-3 1-7-3 16-11-3 15-4-0 20-5-9 3-6-6 28-10-15 8-5-6 0-4-131-2-86-11-07-0-80-1-80-4-130-1-86-11-010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [9:0-2-0,0-1-13], [10:0-2-0,0-1-13], [12:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.14 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6, 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 27-7-13. (lb) - Max Horz 2=-134(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 16, 12, 19, 20 except 18=-146(LC 11), 14=-179(LC 12), 21=-137(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 12, 19 except 15=362(LC 2), 16=423(LC 18), 18=324(LC 18), 14=425(LC 19), 20=356(LC 1), 21=250(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 11-14=-289/197, 5-20=-271/102 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 4-7-3, Interior(1) 4-7-3 to 16-11-3, Exterior(2) 16-11-3 to 19-11-3, Interior(1) 19-11-3 to 20-5-9, Exterior(2) 20-5-9 to 23-5-9, Interior(1) 23-5-9 to 28-8-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 16, 12, 19, 20 except (jt=lb) 18=146, 14=179, 21=137. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P18 Truss Type PIGGYBACK Qty 3 Ply 1 WF 42 Job Reference (optional) I37868312 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-8JmTwfzpqphKQIBKl_GMvypS73s9LxdEGCNOz?yw9q0 Scale: 3/8"=1' 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-5-2 12-5-2 6-2-9 6-2-9 12-5-2 6-2-9 0-4-135-2-20-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-0-0,0-0-0], [6:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-0. (lb) - Max Horz 2=-97(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-143(LC 11), 8=-143(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=302(LC 18), 8=302(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-2-9, Exterior(2) 6-2-9 to 9-2-9, Interior(1) 9-2-9 to 12-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 10=143, 8=143. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P19 Truss Type PIGGYBACK Qty 1 Ply 1 WF 42 Job Reference (optional) I37868313 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:07:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-4iuDLL_4MQx2gbLjsPIq_Nvp5sXIpqDXkWsV2tyw9q_ Scale = 1:38.8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-5-2 20-5-2 7-6-4 7-6-4 12-10-15 5-4-11 20-5-2 7-6-3 0-4-136-1-116-3-30-1-80-4-130-1-86-1-1110.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-0,0-1-13], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-1,0-1-8], [14:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.16 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-2-0. (lb) - Max Horz 2=-118(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 10 except 15=-111(LC 11), 16=-139(LC 11), 13=-107(LC 12), 12=-139(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=382(LC 25), 15=366(LC 18), 16=276(LC 18), 13=361(LC 19), 12=277(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 7-6-4, Exterior(2) 7-6-4 to 11-9-2, Interior(1) 11-9-2 to 12-10-15, Exterior(2) 12-10-15 to 17-1-13, Interior(1) 17-1-13 to 20-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 10 except (jt=lb) 15=111, 16=139, 13=107, 12=139. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P20 Truss Type PIGGYBACK Qty 1 Ply 1 WF 42 Job Reference (optional) I37868314 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-040_m10Kt1BmvvV6_qKI3o_8egDyHiQqBqLc5myw9py Scale = 1:57.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 4x4 4x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 25-9-2 25-9-2 10-2-9 10-2-9 14-4-11 4-2-2 19-8-11 5-4-0 25-9-2 6-0-7 0-4-138-4-104-10-148-6-20-1-80-4-130-1-84-10-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-1-12,0-2-8], [8:0-2-0,0-1-13], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.15 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-6-0. (lb) - Max Horz 2=162(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 13 except 17=-164(LC 11), 18=-123(LC 11), 14=-142(LC 12), 12=-125(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 16=389(LC 21), 17=424(LC 18), 18=260(LC 18), 14=440(LC 19), 13=376(LC 25), 12=313(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-17=-281/188, 6-14=-276/166 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-2-9, Exterior(2) 10-2-9 to 13-2-9, Interior(1) 13-2-9 to 19-8-11, Exterior(2) 19-8-11 to 22-8-11, Interior(1) 22-8-11 to 25-6-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 13 except (jt=lb) 17=164, 18=123, 14=142, 12=125. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P21 Truss Type Piggyback Qty 1 Ply 2 WF 42 Job Reference (optional) I37868315 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-UHaMzN1yeLJdX34IXYsXc?XLf4at0CizQU49eCyw9px Scale = 1:22.6 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-2-12 11-2-12 4-0-13 4-0-13 7-1-15 3-1-1 11-2-12 4-0-13 0-4-133-4-110-1-80-4-130-1-83-3-310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [8:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.04 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-11-10. (lb) - Max Horz 2=-63(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 11, 12, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-0-13, Exterior(2) 4-0-13 to 11-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 12, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P22 Truss Type Piggyback Qty 1 Ply 1 WF 42 Job Reference (optional) I37868316 8.220 s Mar 22 2019 MiTek Industries, Inc. Mon Jul 22 09:36:43 2019 Page 1 ID:juL00LztqpGMuADZjRpv0_ywd8s-DuUPYNQky4RRcwb9jKZpi1lreqeJ7wxOBfyZ6ryvYk2 Scale = 1:19.1 1 2 3 4 5 6 7 10 9 8 2x4 2x4 2x4 2x4 2x4 4x6 2x4 4x6 11-2-12 11-2-12 1-8-0 1-8-0 9-6-11 7-10-11 11-2-12 1-8-0 0-4-131-4-110-1-80-4-130-1-81-3-310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-4-8,0-2-4], [5:0-4-8,0-2-4], [6:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-11-10. (lb) - Max Horz 2=-24(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=356(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-274/113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-7-6, Interior(1) 5-7-6 to 9-6-11, Exterior(2) 9-6-11 to 11-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Timberland Home Center, Brazil, IN - 47834, July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P23 Truss Type GABLE Qty 4 Ply 1 WF 42 Job Reference (optional) I37868317 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Qfh6O22CAyZKmMEgfyu?hQcdNtF4U5hGtoZGi5yw9pv Scale = 1:54.9 1 2 3 4 5 8 7 6 10 11 9 4x4 2x4 3x4 2x4 2x4 2x4 2x4 11-6-13 11-6-13 8-9-13 8-9-13 11-6-13 2-9-0 0-5-38-9-130-1-85-11-50-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.12 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.All bearings 10-8-10. (lb) - Max Horz 2=214(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 7 except 8=-236(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 7=376(LC 18), 8=489(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-334/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 8-9-13, Exterior(2) 8-9-13 to 11-5-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 7 except (jt=lb) 8=236. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P23A Truss Type GABLE Qty 1 Ply 1 WF 42 Job Reference (optional) I37868318 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-vrFUbO3rxGiBOWotDgPEEe9qUHcoDY3Q6SJpEXyw9pu Scale = 1:55.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 16 17 15 4x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-6-13 11-6-13 8-9-13 8-9-13 11-6-13 2-9-0 0-5-38-9-130-1-85-11-50-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.03 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 1 1 15 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11 REACTIONS.All bearings 10-8-10. (lb) - Max Horz 2=214(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 11, 12, 13, 10 except 14=-120(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 9, 11, 12, 13, 14, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 8-9-13, Exterior(2) 8-9-13 to 11-5-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 11, 12, 13, 10 except (jt=lb) 14=120. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss P24 Truss Type PIGGYBACK Qty 1 Ply 2 WF 42 Job Reference (optional) I37868319 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-N2ptpk4Tiaq2?gN3mNwTmrh?4hyry?bZL62Nnzyw9pt Scale: 3/8"=1' 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-5-2 12-5-2 6-2-9 6-2-9 12-5-2 6-2-9 0-4-135-2-20-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-0-0,0-0-0], [6:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-0. (lb) - Max Horz 2=-97(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-143(LC 11), 8=-143(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=302(LC 18), 8=302(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-2-9, Exterior(2) 6-2-9 to 9-2-9, Interior(1) 9-2-9 to 12-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Gable requires continuous bottom chord bearing. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 10=143, 8=143. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss T18 Truss Type FLAT Qty 1 Ply 1 WF 42 Job Reference (optional) I37868320 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-cnsGipB6aLynb3ZoombadlZWKJ?xZ44uP?kLbyyw9pk Scale = 1:28.912 4 3 5 6 2x4 3x4 2x4 3x4 4-1-2 4-1-2 4-1-2 4-1-2 5-1-133-6-21-7-113-6-51-7-85.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=152/Mechanical, 3=152/Mechanical Max Uplift 4=-30(LC 7), 3=-30(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss T19 Truss Type FLAT Qty 1 Ply 1 WF 42 Job Reference (optional) I37868321 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-4zQfv9CkLe4dCC8_MU6pAy6k4jMWIXJ1efTv7Oyw9pj Scale = 1:33.0 1 2 4 3 5 3x4 2x4 2x4 3x4 2-1-2 2-1-2 2-1-2 2-1-2 5-10-55-10-15-11-90-1-55-2-20-9-75-2-50-7-125.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.05 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=72/Mechanical, 3=72/Mechanical Max Uplift 5=-14(LC 7), 3=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V1 Truss Type VALLEY Qty 1 Ply 1 WF 42 Job Reference (optional) I37868322 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Y9_17VCM6yCUqMjAwBd2jAesU7gm1ybBsJDSfryw9pi Scale = 1:85.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 3x4 4x4 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 18-6-11 18-6-6 16-6-3 16-6-3 18-6-11 2-0-8 0-0-413-9-212-0-1210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.14 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9, 5-10 REACTIONS.All bearings 18-6-6. (lb) - Max Horz 1=379(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8, 1, 9 except 10=-162(LC 11), 11=-138(LC 11), 13=-171(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8 except 1=256(LC 11), 9=317(LC 18), 10=486(LC 18), 11=442(LC 18), 13=432(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-444/351, 2-4=-300/229 WEBS 5-10=-278/186, 2-13=-286/190 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 16-6-3, Exterior(2) 16-6-3 to 18-4-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 1, 9 except (jt=lb) 10=162, 11=138, 13=171. 5) Non Standard bearing condition. Review required. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V2 Truss Type VALLEY Qty 1 Ply 1 WF 42 Job Reference (optional) I37868323 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-JiT2oEJNEPDMnbKjOtmw1s_ElLPPuXgMiZ9tyNyw9pa Scale = 1:70.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x4 4x4 2x4 2x4 3x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 0-0-5 0-0-5 16-1-14 16-1-9 14-1-6 14-1-6 16-1-14 2-0-8 0-0-411-9-210-0-1210.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.16 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9 REACTIONS.All bearings 16-1-9. (lb) - Max Horz 1=318(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8, 9 except 1=-101(LC 9), 10=-159(LC 11), 11=-150(LC 11), 12=-125(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8 except 1=257(LC 11), 9=315(LC 18), 10=491(LC 18), 11=402(LC 18), 12=271(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-409/321, 2-4=-308/241 WEBS 5-10=-274/184, 4-11=-260/175 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 14-1-6, Exterior(2) 14-1-6 to 16-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9 except (jt=lb) 1=101, 10=159, 11=150, 12=125. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V3 Truss Type VALLEY Qty 1 Ply 1 WF 42 Job Reference (optional) I37868324 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-0d3qufQftUTx_75ezzyGRzOyNNq8E7Nq?6aPIoyw9pQ Scale = 1:33.1 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 5-6-10 5-6-6 5-6-10 5-6-10 0-0-45-6-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-49/5-6-6, 4=124/5-6-6, 5=329/5-6-6 Max Horz 1=153(LC 11) Max Uplift 1=-94(LC 18), 4=-72(LC 11), 5=-189(LC 11) Max Grav 1=181(LC 11), 4=134(LC 18), 5=355(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/234 WEBS 2-5=-296/235 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-4-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=189. 4) Non Standard bearing condition. Review required. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V4 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868325 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-RClzXhTXAPsWrbqDe5Vz3b0SKbsiRUmGh4o3v7yw9pN Scale = 1:22.5 1 2 3 4 2x4 2x4 2x4 3-10-10 3-10-10 0-0-43-10-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=135/3-10-6, 3=135/3-10-6 Max Horz 1=102(LC 11) Max Uplift 3=-78(LC 11) Max Grav 1=135(LC 1), 3=146(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 3-8-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V5 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868326 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-RClzXhTXAPsWrbqDe5Vz3b0UZbteRUmGh4o3v7yw9pN Scale = 1:14.1 1 2 3 2x4 2x4 2x4 2-2-10 2-2-10 0-0-42-2-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=69/2-2-6, 3=69/2-2-6 Max Horz 1=52(LC 11) Max Uplift 3=-40(LC 11) Max Grav 1=69(LC 1), 3=74(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V6 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868327 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-vOJLk0T9xj_NTlPPCp0CcpZfc_D?Ax0QwkYdRZyw9pM Scale = 1:10.6 1 2 3 2x4 2x4 2x4 1-10-4 1-10-4 0-0-41-6-910.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=52/1-9-15, 3=52/1-9-15 Max Horz 1=33(LC 11) Max Uplift 3=-24(LC 11) Max Grav 1=52(LC 1), 3=55(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V7 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868328 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-NatjyMUoi06E5u_bmWXR805nFOXvvOGZ9OHAz?yw9pL Scale = 1:20.7 1 2 3 4 2x4 2x4 2x4 4-3-1 4-3-1 0-0-43-6-910.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=148/4-2-12, 3=148/4-2-12 Max Horz 1=93(LC 11) Max Uplift 3=-68(LC 11) Max Grav 1=148(LC 1), 3=155(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-1-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V8 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868329 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-rnQ59iVQTKE4i2ZoKE2ghEeyXotxerWjO21jWSyw9pK Scale = 1:21.6 1 2 3 4 2x4 2x4 2x4 4-5-11 4-5-11 0-0-43-8-1210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=157/4-5-6, 3=157/4-5-6 Max Horz 1=99(LC 11) Max Uplift 3=-72(LC 11) Max Grav 1=157(LC 1), 3=165(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-3-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V9 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868330 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-rnQ59iVQTKE4i2ZoKE2ghEe?zouPerWjO21jWSyw9pK Scale = 1:11.6 1 2 3 2x4 2x4 2x4 2-0-14 2-0-14 0-0-41-8-1210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=61/2-0-10, 3=61/2-0-10 Max Horz 1=38(LC 11) Max Uplift 3=-28(LC 11) Max Grav 1=61(LC 1), 3=64(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V10 Truss Type VALLEY Qty 1 Ply 1 WF 42 Job Reference (optional) I37868331 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-Y9_17VCM6yCUqMjAwBd2jAet87iA1zoBsJDSfryw9pi Scale = 1:41.4 1 2 3 4 5 8 7 6 9 2x4 4x4 4x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 8-5-11 8-5-7 6-2-3 6-2-3 8-1-2 1-10-15 8-5-11 0-4-9 0-0-44-3-46-2-34-3-412.00 12 Plate Offsets (X,Y)-- [4:0-0-4,0-2-0], [5:0-1-4,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.05 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-5-7. (lb) - Max Horz 1=145(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-177(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=267(LC 18), 8=324(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-269/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-2-3, Exterior(2) 6-2-3 to 8-1-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7 except (jt=lb) 8=177. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V11 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868332 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-0MYPKrD_tGKLSWINTv8HFNB17X1hmQmK5zy0CHyw9ph Scale = 1:29.6 1 2 3 4 6 5 7 8 2x4 4x8 2x4 2x4 2x4 6-9-11 6-9-11 4-6-3 4-6-3 4-9-2 0-2-15 6-9-11 2-0-9 0-0-44-3-44-6-34-3-412.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [3:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=144/6-9-7, 5=42/6-9-7, 6=319/6-9-7 Max Horz 1=123(LC 11) Max Uplift 5=-14(LC 7), 6=-127(LC 11) Max Grav 1=144(LC 1), 5=61(LC 23), 6=321(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-6-3, Exterior(2) 4-6-3 to 4-9-2, Interior(1) 4-9-2 to 6-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=127. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V12 Truss Type VALLEY Qty 1 Ply 1 WF 42 Job Reference (optional) I37868333 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-UY5nXBEdeZSC3gtZ1cfWobkCZwMNVu3TKdiZkjyw9pg Scale = 1:26.1 1 2 3 4 5 2x4 3x4 3x4 2x4 0-0-4 0-0-4 5-1-11 5-1-7 4-3-4 4-3-4 5-1-11 0-10-7 0-0-44-3-412.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.22 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=186/5-1-7, 4=186/5-1-7 Max Horz 1=120(LC 11) Max Uplift 4=-80(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-3-4, Exterior(2) 4-3-4 to 4-11-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V13 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868334 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-ykf9lXFFPta3hqSlbJAlKoGNaKknELJdZHR6G9yw9pf Scale = 1:20.4 1 2 3 2x4 2x4 2x4 3-5-11 3-5-11 0-0-43-5-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=119/3-5-7, 3=119/3-5-7 Max Horz 1=90(LC 11) Max Uplift 3=-69(LC 11) Max Grav 1=119(LC 1), 3=128(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V14 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868335 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-ykf9lXFFPta3hqSlbJAlKoGPOKkYELJdZHR6G9yw9pf Scale: 1"=1' 1 2 3 2x4 2x4 2x4 1-9-11 1-9-11 0-0-41-9-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=52/1-9-7, 3=52/1-9-7 Max Horz 1=40(LC 11) Max Uplift 3=-30(LC 11) Max Grav 1=52(LC 1), 3=57(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V15 Truss Type GABLE Qty 1 Ply 1 WF 42 Job Reference (optional) I37868336 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-RwDYytGtABjwJ_1y91h_t0pZ8k3fzmPmnxBgocyw9pe Scale = 1:69.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-12 11-11-12 11-11-12 11-11-12 0-0-411-11-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.02 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-10 REACTIONS.All bearings 11-11-12. (lb) - Max Horz 1=347(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 1, 10, 11, 12, 13, 14 Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12, 13, 14 except 1=319(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-465/388, 2-3=-385/321, 3-5=-299/251 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 11-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 1, 10, 11, 12, 13, 14. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V16 Truss Type VALLEY Qty 1 Ply 1 WF 42 Job Reference (optional) I37868337 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-v7nwACGVxUrnw7c8ikDDQDMjL8NwhDtw0bwDL2yw9pd Scale = 1:58.8 1 2 3 4 7 6 5 8 9 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 10-3-12 10-3-8 10-3-12 10-3-12 0-0-410-3-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.14 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 10-3-8. (lb) - Max Horz 1=297(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-203(LC 11), 7=-153(LC 11) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=273(LC 11), 6=455(LC 18), 7=272(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-398/344, 2-3=-266/238 WEBS 3-6=-309/232 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 10-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=203, 7=153. 4) Non Standard bearing condition. Review required. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V17 Truss Type VALLEY Qty 1 Ply 1 WF 42 Job Reference (optional) I37868338 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-NJLINYH7iozeYHBKGSkSyRutEYj1QhJ3FFgmtUyw9pc Scale = 1:50.9 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 8-7-12 8-7-8 8-7-12 8-7-12 0-0-48-7-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.15 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)1=133/8-7-8, 4=111/8-7-8, 5=408/8-7-8 Max Horz 1=246(LC 11) Max Uplift 4=-64(LC 11), 5=-235(LC 11) Max Grav 1=188(LC 20), 4=171(LC 18), 5=511(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-285/268 WEBS 2-5=-358/265 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=235. 4) Non Standard bearing condition. Review required. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V18 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868339 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-rVvgbuIlT65VARlWq9FhVeR39x3Q98gDTvPKPxyw9pb Scale = 1:41.0 1 2 3 5 4 6 7 82x4 2x4 2x4 2x4 2x4 6-11-12 6-11-12 0-0-46-11-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=61/6-11-8, 4=124/6-11-8, 5=333/6-11-8 Max Horz 1=196(LC 11) Max Uplift 1=-23(LC 9), 4=-72(LC 11), 5=-192(LC 11) Max Grav 1=161(LC 11), 4=180(LC 18), 5=402(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-257/233 WEBS 2-5=-296/223 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=192. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V19 Truss Type VALLEY Qty 1 Ply 1 WF 42 Job Reference (optional) I37868340 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-JiT2oEJNEPDMnbKjOtmw1s_EmLQmubsMiZ9tyNyw9pa Scale = 1:31.5 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 5-3-12 5-3-8 5-3-12 5-3-12 0-0-45-3-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-87/5-3-8, 4=123/5-3-8, 5=349/5-3-8 Max Horz 1=146(LC 11) Max Uplift 1=-133(LC 18), 4=-71(LC 11), 5=-200(LC 11) Max Grav 1=195(LC 11), 4=133(LC 18), 5=376(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/246 WEBS 2-5=-314/251 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=133, 5=200. 4) Non Standard bearing condition. Review required. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V20 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868341 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-nu0R?aJ0?jLDPlvvxaH9a3WPnlm3d2oVxDuRUpyw9pZ Scale = 1:21.3 1 2 3 2x4 2x4 2x4 3-7-12 3-7-12 0-0-43-7-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=126/3-7-8, 3=126/3-7-8 Max Horz 1=95(LC 11) Max Uplift 3=-73(LC 11) Max Grav 1=126(LC 1), 3=136(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V21 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868342 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-F4apDwKem1T41vU5VIoO7H3cW968MV2fAte_0Fyw9pY Scale = 1:12.9 1 2 3 2x4 2x4 2x4 1-11-12 1-11-12 0-0-41-11-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=59/1-11-8, 3=59/1-11-8 Max Horz 1=45(LC 11) Max Uplift 3=-34(LC 11) Max Grav 1=59(LC 1), 3=64(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V22 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868343 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-jH8BQGLGWKbwe23I3?JdfUclyZQP5vzoOXNXYiyw9pX Scale: 1/8"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x4 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-1217-10-9 17-10-9 15-1-9 15-1-9 17-10-9 2-9-0 0-0-415-1-912-4-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.14 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9, 5-10 REACTIONS.All bearings 17-10-5. (lb) - Max Horz 1=402(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8, 9 except 1=-123(LC 9), 10=-199(LC 11), 11=-184(LC 11), 13=-174(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8 except 1=358(LC 11), 9=390(LC 18), 10=489(LC 18), 11=467(LC 18), 13=357(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-530/398, 2-4=-378/278 WEBS 5-10=-287/223, 4-11=-270/209, 2-13=-250/192 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-1-9, Interior(1) 3-1-9 to 15-1-9, Exterior(2) 15-1-9 to 17-8-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9 except (jt=lb) 1=123, 10=199, 11=184, 13=174. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V23 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868344 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-CTiZecMuHejnGCeUdirsCi8wjymSqN0ydB7558yw9pW Scale = 1:84.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x4 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-2-9 16-2-9 13-5-9 13-5-9 16-2-9 2-9-0 0-0-413-5-910-8-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.15 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9, 5-10 REACTIONS.All bearings 16-2-5. (lb) - Max Horz 1=352(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8, 9 except 1=-189(LC 9), 10=-199(LC 11), 12=-186(LC 11), 13=-159(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8 except 1=370(LC 11), 9=387(LC 18), 10=497(LC 18), 12=409(LC 18), 13=283(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-515/391, 2-4=-378/280 WEBS 5-10=-288/223, 4-12=-274/210 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 13-5-9, Exterior(2) 13-5-9 to 16-0-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9 except (jt=lb) 1=189, 10=199, 12=186, 13=159. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V24 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868345 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-gfGxrxNW2yreuMDgAQM5kvh5RM6iZoR5srsedayw9pV Scale = 1:71.4 1 2 3 4 5 6 10 9 8 7 11 12 13 3x4 4x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 14-6-9 14-6-9 11-9-9 11-9-9 14-6-9 2-9-0 0-0-411-9-99-0-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.15 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.All bearings 14-6-5. (lb) - Max Horz 1=301(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 1, 8 except 9=-199(LC 11), 10=-188(LC 11) Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=386(LC 18), 9=496(LC 18), 10=399(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-372/280 WEBS 4-9=-291/225, 2-10=-271/205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 11-9-9, Exterior(2) 11-9-9 to 14-4-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1, 8 except (jt=lb) 9=199, 10=188. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V25 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868346 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-8sqK3HN8pFzVVWotk7tKH7EG1mSfIHQE4VcC91yw9pU Scale = 1:61.5 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-2-1 14-2-1 10-1-9 10-1-9 14-2-1 4-0-8 0-0-410-1-96-1-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.17 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.All bearings 14-1-13. (lb) - Max Horz 1=229(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 1=-117(LC 9), 8=-205(LC 11), 9=-150(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=455(LC 18), 8=432(LC 18), 9=274(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/209 WEBS 3-8=-294/229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 10-1-9, Exterior(2) 10-1-9 to 13-1-9, Interior(1) 13-1-9 to 14-0-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 1=117, 8=205, 9=150. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V26 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868347 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-c2OiGdOmaZ5M7gN3IrOZqKmQOAox1jOOJ9LlhTyw9pT Scale = 1:53.5 1 2 3 4 7 6 5 8 9 10 11 3x4 4x4 3x4 2x4 2x4 2x4 2x4 12-6-1 12-6-1 8-5-9 8-5-9 12-6-1 4-0-8 0-0-48-5-94-5-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.16 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-5-13. (lb) - Max Horz 1=178(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-226(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=436(LC 18), 7=469(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-319/244 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-5-9, Exterior(2) 8-5-9 to 11-5-9, Interior(1) 11-5-9 to 12-4-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=226. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V27 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868348 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-c2OiGdOmaZ5M7gN3IrOZqKmR5AoE1kvOJ9LlhTyw9pT Scale = 1:43.4 1 2 3 4 7 6 5 8 9 10 11 12 133x4 4x4 3x4 2x4 2x4 2x4 2x4 10-10-1 10-10-1 6-9-9 6-9-9 10-10-1 4-0-8 0-0-46-9-92-9-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.15 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-9-13. (lb) - Max Horz 1=128(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 5=-101(LC 12), 7=-184(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=421(LC 18), 7=355(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-264/203 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-9-9, Exterior(2) 6-9-9 to 9-9-9, Interior(1) 9-9-9 to 10-8-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 5=101, 7=184. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V28 Truss Type VALLEY Qty 1 Ply 1 WF 42 Job Reference (optional) I37868349 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-4Ey4TzPPLtDDlqxFsYvoMYJa6a7YmCBXYp5IEvyw9pS Scale = 1:34.2 1 2 3 5 4 6 7 8 9 3x4 4x4 3x4 2x4 2x4 0-0-4 0-0-4 9-2-1 9-1-13 5-1-9 5-1-9 9-2-1 4-0-8 0-0-45-1-91-1-112.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.14 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=215/9-1-13, 4=185/9-1-13, 5=295/9-1-13 Max Horz 1=91(LC 8) Max Uplift 1=-96(LC 12), 4=-105(LC 12), 5=-55(LC 8) Max Grav 1=227(LC 19), 4=203(LC 19), 5=344(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-1-9, Exterior(2) 5-1-9 to 8-1-9, Interior(1) 8-1-9 to 9-0-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 4=105. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V29 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868350 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-YRVShJQ16AL4MzWRPGQ1vlrnqzV2VgQhnSqsmMyw9pR Scale: 1/2"=1' 1 2 3 42x4 4x4 2x4 2x4 0-0-4 0-0-4 6-11-2 6-10-14 3-5-9 3-5-9 6-11-2 3-5-9 0-0-43-5-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=149/6-10-10, 3=149/6-10-10, 4=200/6-10-10 Max Horz 1=-60(LC 7) Max Uplift 1=-35(LC 12), 3=-35(LC 12), 4=-2(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V30 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868351 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-UpdC6?RHeobocHgqXhTV_Ax8HnBEza9_EmJyqEyw9pP Scale = 1:11.8 1 2 3 4 2x4 4x4 2x4 2x4 3-6-14 3-6-14 3-7-2 0-0-4 1-9-9 1-9-9 3-7-2 1-9-9 0-0-41-9-90-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=69/3-6-10, 3=69/3-6-10, 4=93/3-6-10 Max Horz 1=-28(LC 9) Max Uplift 1=-16(LC 12), 3=-16(LC 12), 4=-1(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V31 Truss Type Valley Qty 1 Ply 1 WF 42 Job Reference (optional) I37868352 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-UpdC6?RHeobocHgqXhTV_Ax8mnB1zaG_EmJyqEyw9pP Scale = 1:13.8 1 2 3 2x4 2x4 2x4 2-7-5 2-7-5 0-0-42-2-110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=82/2-7-0, 3=82/2-7-0 Max Horz 1=52(LC 11) Max Uplift 3=-38(LC 11) Max Grav 1=82(LC 1), 3=86(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-3510A Truss V32 Truss Type VALLEY Qty 1 Ply 1 WF 42 Job Reference (optional) I37868353 8.220 s Nov 16 2018 MiTek Industries, Inc. Sat Jul 20 13:08:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:juL00LztqpGMuADZjRpv0_ywd8s-z?BbJLSvP5kfERF05O_kXOTIOBXCi1W7TQ3WNgyw9pO Scale = 1:14.3 1 2 3 2x4 2x4 2x4 2-8-12 2-8-12 0-0-42-3-510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=87/2-8-8, 3=87/2-8-8 Max Horz 1=55(LC 11) Max Uplift 3=-40(LC 11) Max Grav 1=87(LC 1), 3=91(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. July 22,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths Truss Connector Total ListManuf Product QtyHCP2 7HUS26 9HUS28 4LGT2 2LU24 108LU26 1LUS24 7One H2.5A 195THJA26 2TJC37 21Two H2.5A 10Two HTS20 1G1B1B2B3G2J1G2J1G3J3G3J3G4J5J6G5J5J6G6J8J7J8G7H4G2J1G2J1G3J3G3J3B5A1A3G8G9G10C1C2C3G11H7H8J10G12E16E15E13G11H11H12D3J13D4G13E11E10E9E8G14E4E3E2G15EG16G17H13H14G18G19J15G20G21H15H16J19G22G23CJ1D6A5A6T18T19CJ2J21J22J23J24J25J27J27J10J28CJ3C J4J29B5AM1V1V2V3V4V5V6V7V8V9V10V11V12V13V14V15V16V17V18V19V20V21V22V23V24V25V26V27V28V29V30V31V32P1P2P3P4P5P6P7P9P10P11P12P13P14P15P16P17P19P20P21P22P23AP24Two H2.5ATwo H2.5ATwo H2.5ATwo H2.5ATwo HTS20HUS26TJC37HCP2LGT2Two H2.5ATwo H2.5ATwo H2.5AT JC 37LGT2Two H2.5ATwo H2.5ALU24HUS26T JC 37HCP2TJC37THJA26TJC37HCP2TJC37HCP2T JC 37HCP2THJA26Two H2.5AHUS26TJC37HCP2T JC 37HCP2TJC37TJC37TJC37T JC 37LU26LU24LU24LU24LU24LU24LU24LU24HUS28LU24LU24LU24LU24LU24LU24LU24LUS24LU24HUS26LU24LU24LU24HUS26TJC37TJC37LU24TJC37LU24HUS26LUS24TJC37LU24J2(3)J2(6)D1(2)J4(2)J7(2)B4(2) B6(3)A2(2)A4(3)J9(6)J9(11)J11(2)E14(2)J12(3)J11(2)D5(2)E12(2)E7(2)E6(2)E5(2)J14(2)J16(2)J17(2)J18(11)J20(2)J26(3)P8(2)P8(2)P18(2)P23(4)19-10-0020-00-0024-08-005-04-0069-10-0013-09-0042-08-008-00-00 5-04-0069-10-0021-09-0822-00-007-05-121-04-004-04-001-04-007-05-00 14-03-0880-00-005-03-00 16-06-00 9-11-00 11-10-001-07-0020-11-0014-00-0080-00-006-00-002-00-002-00-001-08-082-00-005-04-082-11-042-11-045-07-082-00-002-00-001-07-081-07-0813-03-086-00-002-00-002-00-004-11-119-01-135-01-132-00-002-01-00Floor Area: 0Roof Area: 6315.42Hip Lines: 311.82Horizontal OH: 358.95Rake OH: 63.06Valley Lines: 218.69Ridge Lines: 101.41THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual buildingcomponents to be incorporated into the building design at the specification of the building designer. Seeindividual design sheets for each truss design identified on the placement drawing. The building designer isresponsible for temporary and permanent bracing of the roofand floor system and for the overall structure.The design of the truss support structure including headers, beams, walls, and columns is the responsibility ofthe building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" availablefrom the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222SHOP DRAWING APPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OROTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUSTBE RECEIVED BEFORE ANY TRUSSES WILLBE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________Roof Truss Framing DiagramScale:- 3/16"=1'Designer:Order #:Lot #:07-19-19Subdivision:Date:Client:Model:Job Name:Roof Truss FramingTHE HERON WF-42Sales Rep: