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Home My WebLink About811 pawnee Rd Truss PacketRe: IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(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. Any project specific information included is for MiTek’s customer’s file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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 the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. Komnick, Chad IGM 52 Pages or sheets covered by this seal: I27454321 thru I27454406 My license renewal date for the state of Indiana is July 31, 2018. 1600333 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. August 10,2016 Job 1600333 Truss CJ01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454321 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:54 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-JB7XU?48SXHHE3YvTtgUucVbjRvuD2jSwUo9W?ypYlB Scale = 1:19.1 1 2 3 5 4 6 5x9 1.5x4 4x4 5-2-2 5-2-2 -1-5-0 1-5-0 5-2-2 5-2-2 0-7-123-1-15.66 12 Plate Offsets (X,Y)-- [5:0-2-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.34 0.27 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 -0.00 (loc) 4-5 4-5 4 l/defl >999 >686 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=304/0-4-9, 4=181/Mechanical Max Horz 5=95(LC 11) Max Uplift 5=-45(LC 14), 4=-31(LC 14) Max Grav 5=308(LC 21), 4=197(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-259/160 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss CJ02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454322 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:54 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-JB7XU?48SXHHE3YvTtgUucVc_RxfD2oSwUo9W?ypYlB Scale = 1:15.8 1 2 3 5 4 6 5x9 1.5x4 4x4 4-1-7 4-1-7 -1-5-0 1-5-0 4-1-7 4-1-7 0-7-122-7-15.66 12 Plate Offsets (X,Y)-- [5:0-2-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.26 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=266/0-4-9, 4=134/Mechanical Max Horz 5=79(LC 11) Max Uplift 5=-42(LC 14), 4=-22(LC 14) Max Grav 5=268(LC 21), 4=143(LC 21) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss CJ03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454323 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:55 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-nOhviL4nDrP8rD751bBjRq1ncqITyV8c98Xi2RypYlA Scale = 1:12.5 1 2 3 5 4 6 5x9 1.5x4 4x4 2-8-7 2-8-7 -1-5-0 1-5-0 2-8-7 2-8-7 0-7-121-11-15.66 12 Plate Offsets (X,Y)-- [5:0-2-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.27 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=220/0-4-9, 4=66/Mechanical Max Horz 5=58(LC 11) Max Uplift 5=-41(LC 14), 4=-11(LC 11) Max Grav 5=255(LC 20), 4=68(LC 21) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss CJ04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454324 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:55 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-nOhviL4nDrP8rD751bBjRq1ocqG7yVUc98Xi2RypYlA Scale = 1:10.5 1 2 3 4 8 1.5x4 1.5x4 3x5 4-1-7 4-1-7 -1-5-0 1-5-0 4-1-7 4-1-7 0-3-151-3-92.83 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.21 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 4-7 4-7 2 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 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)4=144/Mechanical, 2=259/0-8-6 Max Horz 2=35(LC 13) Max Uplift 4=-17(LC 14), 2=-71(LC 10) Max Grav 4=152(LC 21), 2=261(LC 21) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss CJ05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454325 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:56 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-FaEHvh5P_9X?TNiHbIjy_1azHEeAhyklNoHGatypYl9 Scale = 1:7.4 1 2 3 4 8 5x9 3x5 2-5-10 2-5-10 -1-5-0 1-5-0 2-5-10 2-5-10 0-3-150-10-152.83 12 Plate Offsets (X,Y)-- [3:0-2-6,0-4-11] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.21 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 7 7 4 l/defl >999 >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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=67/Mechanical, 2=204/0-8-6 Max Horz 2=23(LC 13) Max Uplift 4=-5(LC 14), 2=-70(LC 10) Max Grav 4=68(LC 21), 2=231(LC 20) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss G01 Truss Type Common Girder Qty 1 Ply 2 IGM 52 Job Reference (optional) I27454326 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:57 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-kmof7161kSfs5XHT80EBWF701ewRQHjvcS0p7KypYl8 Scale = 1:49.6 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 4x4 1.5x4 3x5 3x5 6x8 4x8 3x5 4x6 4x4 3-9-4 3-9-4 7-3-0 3-5-12 13-4-0 6-1-0 3-9-4 3-9-4 7-3-0 3-5-12 10-1-12 2-10-12 13-4-0 3-2-4 3-7-118-5-114-5-08.00 12 Plate Offsets (X,Y)-- [8:0-3-8,0-4-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.72 0.28 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 7-8 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 3-7: 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)9=3728/0-3-8, 6=2688/0-3-8 Max Horz 9=194(LC 9) Max Uplift 9=-305(LC 10), 6=-299(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2056/193, 2-3=-1703/208, 3-4=-1972/234, 1-9=-2706/238 BOT CHORD 7-8=-216/1658, 6-7=-118/1101 WEBS 2-8=-167/547, 2-7=-546/106, 3-7=-154/1162, 4-7=-102/690, 1-8=-163/2197, 4-6=-2466/206 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 0-3-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) except (jt=lb) 9=305, 6=299. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 998 lb down and 100 lb up at 8-7-12 on top chord, and 965 lb down and 84 lb up at 0-7-12, 960 lb down and 89 lb up at 2-7-12, 960 lb down and 89 lb up at 4-7-12, 960 lb down and 89 lb up at 6-7-12, and 378 lb down and 94 lb up at 10-7-12, and 392 lb down and 90 lb up at 12-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss G01 Truss Type Common Girder Qty 1 Ply 2 IGM 52 Job Reference (optional) I27454326 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:57 2016 Page 2 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-kmof7161kSfs5XHT80EBWF701ewRQHjvcS0p7KypYl8 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 10=-920(F) 11=-965(F) 12=-960(F) 13=-960(F) 14=-960(F) 16=-302(F) 18=-306(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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 1600333 Truss H01 Truss Type Hip Girder Qty 1 Ply 2 IGM 52 Job Reference (optional) I27454327 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:00 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-8LUol28v1N1Ry_?2q8nu8tlbHruTdejLIQFTjfypYl5 Scale = 1:26.5 1 2 3 4 5 8 7 6 15 16 17 18 19 20 21 22 23 24 25 26 27 28 7x10 7x10 3x6 7x10 5x9 1.5x4 5x9 3x6 3-9-0 3-9-0 8-0-0 4-3-0 12-3-0 4-3-0 16-0-0 3-9-0 3-9-0 3-9-0 8-0-0 4-3-0 12-3-0 4-3-0 16-0-0 3-9-0 0-7-123-1-120-7-123-1-128.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-2-13], [2:0-6-8,0-1-12], [4:0-6-8,0-1-12], [5:Edge,0-2-13], [6:0-4-8,0-1-8], [7:0-5-0,0-4-8], [8:0-4-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.47 0.52 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.04 (loc) 6-7 6-7 5 l/defl >999 >958 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, except 2-0-0 oc purlins (4-5-4 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=4984/0-3-8 (req. 0-3-15), 5=4489/0-3-8 Max Horz 1=-49(LC 31) Max Uplift 1=-583(LC 10), 5=-443(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6240/645, 2-3=-6832/704, 3-4=-6832/704, 4-5=-6058/622 BOT CHORD 1-8=-553/5116, 7-8=-546/5011, 6-7=-489/4863, 5-6=-493/4957 WEBS 2-8=-158/2009, 2-7=-239/2210, 3-7=-348/182, 4-7=-262/2381, 4-6=-109/1798 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 0-5-0 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=583, 5=443. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H01 Truss Type Hip Girder Qty 1 Ply 2 IGM 52 Job Reference (optional) I27454327 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:00 2016 Page 2 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-8LUol28v1N1Ry_?2q8nu8tlbHruTdejLIQFTjfypYl5 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 61 lb up at 3-9-0, 82 lb down and 59 lb up at 5-9-12, 82 lb down and 59 lb up at 7-9-12, 82 lb down and 59 lb up at 9-9-12, and 78 lb down and 59 lb up at 11-9-12, and 76 lb down and 61 lb up at 12-3-0 on top chord, and 1503 lb down and 275 lb up at 1-0-12, 860 lb down and 54 lb up at 3-0-12, 195 lb down and 58 lb up at 3-9-0, 860 lb down and 66 lb up at 5-0-12, 32 lb down at 5-9-12, 860 lb down and 75 lb up at 7-0-12, 32 lb down at 7-9-12, 860 lb down and 75 lb up at 9-0-12, 32 lb down at 9-9-12, 860 lb down and 75 lb up at 11-0-12, 32 lb down at 11-9-12, 195 lb down and 58 lb up at 12-2-4, and 848 lb down and 76 lb up at 13-0-12, and 849 lb down and 75 lb up at 15-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 9-12=-20 Concentrated Loads (lb) Vert: 8=-195(B) 7=-27(B) 2=-33(B) 3=-33(B) 4=-33(B) 6=-195(B) 15=-33(B) 16=-33(B) 17=-33(B) 18=-1503(F) 19=-860(F) 20=-860(F) 21=-27(B) 22=-860(F) 23=-860(F) 24=-27(B) 25=-860(F) 26=-27(B) 27=-848(F) 28=-849(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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 1600333 Truss H02 Truss Type Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454328 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:01 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-cY2AyO9Xoh9HZ8aFNrI7h5HnhFHMM5lUX4_1G5ypYl4 Scale = 1:36.7 1 2 3 4 5 6 11 10 9 8 7 18 19 20 21 22 23 24 25 4x8 5x9 4x8 4x6 3x5 4x8 5x9 1.5x4 3x5 3x5 4x8 5-0-0 5-0-0 8-11-7 3-11-7 13-0-9 4-1-3 17-0-0 3-11-7 22-0-0 5-0-0 5-0-0 5-0-0 8-11-7 3-11-7 13-0-9 4-1-3 17-0-0 3-11-7 22-0-0 5-0-0 0-7-123-11-120-7-123-11-128.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-8], [2:0-6-12,0-2-0], [5:0-6-12,0-2-0], [6:0-0-0,0-0-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.43 0.35 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.05 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except 2-0-0 oc purlins (3-6-12 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1521/0-3-8, 6=1523/Mechanical Max Horz 1=-65(LC 6) Max Uplift 1=-254(LC 10), 6=-255(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2187/374, 2-3=-2320/424, 3-4=-2320/424, 4-5=-1707/343, 5-6=-2186/373 BOT CHORD 1-11=-332/1741, 9-11=-333/1729, 8-9=-422/2329, 7-8=-422/2329, 6-7=-271/1740 WEBS 2-11=0/321, 2-9=-195/851, 3-9=-403/203, 4-8=0/261, 4-7=-880/206, 5-7=-82/837 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=254, 6=255. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 85 lb up at 5-0-0, 105 lb down and 83 lb up at 7-0-12, 105 lb down and 83 lb up at 9-0-12, 105 lb down and 83 lb up at 11-0-12, 105 lb down and 83 lb up at 13-0-12, and 105 lb down and 83 lb up at 15-0-12, and 98 lb down and 85 lb up at 17-0-0 on top chord, and 252 lb down and 84 lb up at 3-0-12, 50 lb down at 5-0-12, 50 lb down at 7-0-12, 50 lb down at 9-0-12, 50 lb down at 11-0-12, 50 lb down at 13-0-12, 50 lb down at 15-0-12, and 50 lb down at 16-11-4, and 252 lb down and 84 lb up at 18-11-4 on bottom chord. The design/selection of such 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H02 Truss Type Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454328 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:01 2016 Page 2 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-cY2AyO9Xoh9HZ8aFNrI7h5HnhFHMM5lUX4_1G5ypYl4 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 12-15=-20 Concentrated Loads (lb) Vert: 5=-70(B) 11=-42(B) 9=-42(B) 2=-70(B) 3=-70(B) 8=-42(B) 7=-42(B) 4=-70(B) 18=-70(B) 19=-70(B) 20=-70(B) 21=-252(B) 22=-42(B) 23=-42(B) 24=-42(B) 25=-252(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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 1600333 Truss H03 Truss Type Hip Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454329 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:02 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-4kcYAkAAZ?I8BI9RxZqMDIq_4faO5fIemkkaoXypYl3 Scale = 1:37.1 1 2 3 4 7 6 5 6x8 6x8 3x5 1.5x4 3x5 4x8 4x8 7-0-0 7-0-0 15-0-0 8-0-0 22-0-0 7-0-0 7-0-0 7-0-0 15-0-0 8-0-0 22-0-0 7-0-0 0-7-125-3-120-7-125-3-128.00 12 Plate Offsets (X,Y)-- [1:0-3-6,0-0-9], [2:0-4-0,0-1-9], [3:0-4-0,0-1-9], [4:0-3-6,0-0-9] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.32 0.49 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.04 (loc) 5-7 5-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-5: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-5 REACTIONS.(lb/size)1=880/0-3-8, 4=880/Mechanical Max Horz 1=90(LC 11) Max Uplift 1=-34(LC 12), 4=-34(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1194/154, 2-3=-900/183, 3-4=-1195/154 BOT CHORD 1-7=-50/904, 5-7=-52/900, 4-5=-47/905 WEBS 2-7=0/312, 3-5=0/312 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H04 Truss Type Hip Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454330 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:02 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-4kcYAkAAZ?I8BI9RxZqMDIq0ZfZm5enemkkaoXypYl3 Scale = 1:42.7 1 2 3 4 5 6 9 8 7 5x9 5x9 3x5 4x8 1.5x4 3x5 1.5x4 4x8 4x8 9-0-0 9-0-0 13-0-0 4-0-0 22-0-0 9-0-0 4-7-12 4-7-12 9-0-0 4-4-4 13-0-0 4-0-0 17-4-4 4-4-4 22-0-0 4-7-12 0-7-126-7-120-7-126-7-128.00 12 Plate Offsets (X,Y)-- [1:0-3-6,0-0-9], [3:0-6-12,0-2-0], [4:0-6-12,0-2-0], [6:0-3-6,0-0-9] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.16 0.53 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.03 (loc) 7-15 7-15 6 l/defl >999 >883 n/a L/d 240 180 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 WEBS 2x4 SPF Stud *Except* 4-9: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=880/0-3-8, 6=880/Mechanical Max Horz 1=-117(LC 8) Max Uplift 1=-46(LC 12), 6=-46(LC 13) Max Grav 1=880(LC 2), 6=880(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1209/181, 2-3=-998/165, 3-4=-758/170, 4-5=-998/165, 5-6=-1209/181 BOT CHORD 1-9=-100/951, 7-9=0/758, 6-7=-91/951 WEBS 2-9=-258/136, 3-9=0/319, 4-7=-10/319, 5-7=-259/136 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H05 Truss Type Half Hip Girder Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454331 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:03 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-YwAwN4BoKIQ?pSkdVGLbmWNC2306q6En_OT8KzypYl2 Scale: 3/4"=1’ 1 2 3 4 6 5 1.5x4 1.5x4 3x5 5x9 3x6 3-0-0 3-0-0 5-0-0 2-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 5-0-0 2-0-0 0-7-122-7-128.00 12 Plate Offsets (X,Y)-- [3:0-7-4,0-2-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.11 0.07 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 9 6-9 2 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 Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=272/Mechanical, 2=319/0-3-8 Max Horz 2=75(LC 9) Max Uplift 5=-64(LC 7), 2=-54(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/47 WEBS 3-5=-255/68 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 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) 63 lb down and 47 lb up at 3-0-0 on top chord, and 131 lb down and 51 lb up at 3-0-0 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H05 Truss Type Half Hip Girder Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454331 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:03 2016 Page 2 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-YwAwN4BoKIQ?pSkdVGLbmWNC2306q6En_OT8KzypYl2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-131(F) 3=-12(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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 1600333 Truss H06 Truss Type Half Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454332 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:04 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-06jJbQBQ5cYsQcJq3_sqIjvI_TLuZTawD2DhsQypYl1 Scale = 1:24.8 1 2 3 4 5 8 7 6 12 13 14 15 16 17 18 19 20 3x5 3x5 3x5 5x9 1.5x4 4x8 3x5 4-0-0 4-0-0 8-10-0 4-10-0 13-11-8 5-1-8 -1-0-0 1-0-0 4-0-0 4-0-0 8-10-0 4-10-0 13-11-8 5-1-8 0-7-123-3-128.00 12 Plate Offsets (X,Y)-- [3:0-6-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.42 0.17 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-6 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=776/0-3-8, 2=886/0-3-8 Max Horz 2=93(LC 9) Max Uplift 6=-150(LC 7), 2=-155(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1079/174, 3-4=-947/176, 4-5=-947/176, 5-6=-698/175 BOT CHORD 2-8=-194/840, 7-8=-196/830 WEBS 3-8=0/252, 4-7=-454/223, 5-7=-208/1063 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) except (jt=lb) 6=150, 2=155. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 67 lb up at 4-0-0, 87 lb down and 65 lb up at 6-0-12, 87 lb down and 65 lb up at 8-0-12, and 87 lb down and 65 lb up at 10-0-12, and 87 lb down and 65 lb up at 12-0-12 on top chord, and 147 lb down and 61 lb up at 2-0-12, 33 lb down at 4-0-12, 33 lb down at 6-0-12, 33 lb down at 8-0-12, and 33 lb down at 10-0-12, and 33 lb down at 12-0-12 on bottom chord. The design/selection of such 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H06 Truss Type Half Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454332 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:04 2016 Page 2 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-06jJbQBQ5cYsQcJq3_sqIjvI_TLuZTawD2DhsQypYl1 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 8=-29(F) 3=-41(F) 12=-41(F) 13=-41(F) 14=-41(F) 15=-41(F) 16=-147(F) 17=-29(F) 18=-29(F) 19=-29(F) 20=-29(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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 1600333 Truss H07 Truss Type Half Hip Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454333 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:05 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-VJHhomC2swgj2lu0chN3rxSNqscjI_y4SiyEPsypYl0 Scale = 1:29.3 1 2 3 4 6 5 4x6 1.5x4 3x5 5x9 4x8 6-0-0 6-0-0 13-11-8 7-11-8 -1-0-0 1-0-0 6-0-0 6-0-0 13-11-8 7-11-8 0-7-124-7-128.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-9], [3:0-6-4,0-2-4], [4:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.80 0.45 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.01 (loc) 5-6 5-6 5 l/defl >999 >649 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-5: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size)5=550/0-3-8, 2=615/0-3-8 Max Horz 2=134(LC 11) Max Uplift 5=-71(LC 9), 2=-47(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-684/102 BOT CHORD 2-6=-87/501, 5-6=-91/496 WEBS 3-6=0/309, 3-5=-501/77 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 5, 2. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H08 Truss Type Half Hip Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454334 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:06 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-zVr306DgdDoagvTCAPuIO8?buGzI1LKDgMioxIypYl? Scale = 1:37.9 1 2 3 4 6 5 10 3x5 1.5x4 3x5 7x12 MT18HS 5x9 8-0-0 8-0-0 13-11-0 5-11-0 -1-0-0 1-0-0 8-0-0 8-0-0 13-11-0 5-11-0 0-7-125-11-128.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-8-8,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.52 0.43 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.23 0.03 (loc) 6-9 6-9 2 l/defl >999 >716 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 57 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-5: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=549/0-3-0, 2=613/0-3-8 Max Horz 2=174(LC 11) Max Uplift 5=-72(LC 9), 2=-52(LC 12) Max Grav 5=549(LC 2), 2=613(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-589/95 BOT CHORD 2-6=-82/417, 5-6=-84/410 WEBS 3-6=0/319, 3-5=-550/86 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H09 Truss Type Half Hip Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454335 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:06 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-zVr306DgdDoagvTCAPuIO8?cZGxF1RWDgMioxIypYl? Scale = 1:44.2 1 2 3 4 5 7 6 5x9 3x5 1.5x4 4x8 4x4 5x9 10-0-0 10-0-0 13-11-0 3-11-0 -1-0-0 1-0-0 5-1-12 5-1-12 10-0-0 4-10-4 13-11-0 3-11-0 0-7-127-3-128.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-6-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.48 0.56 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.03 (loc) 7-10 7-10 2 l/defl >965 >380 n/a L/d 240 180 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 WEBS 2x4 SPF Stud *Except* 5-7: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)6=549/0-3-0, 2=613/0-3-8 Max Horz 2=213(LC 11) Max Uplift 6=-73(LC 9), 2=-52(LC 12) Max Grav 6=549(LC 1), 2=613(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-627/125, 3-4=-391/102, 4-5=-281/123, 5-6=-541/103 BOT CHORD 2-7=-114/510 WEBS 3-7=-319/154, 5-7=-56/507 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 6, 2. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H10 Truss Type Half Hip Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454336 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:07 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RhPRDSEIOXwRH31Ok6PXwMXqBgLpmqhNv0RLTlypYl_ Scale = 1:50.6 1 2 3 4 5 8 7 6 5x9 3x5 3x7 1.5x4 3x5 3x5 4x8 6-1-12 6-1-12 12-0-0 5-10-4 13-11-0 1-11-0 -1-0-0 1-0-0 6-1-12 6-1-12 12-0-0 5-10-4 13-11-0 1-11-0 0-7-128-7-128.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-9], [4:0-6-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.30 0.28 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.07 0.01 (loc) 8-11 8-11 6 l/defl >999 >999 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 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-8,3-7: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)6=549/0-3-0, 2=613/0-3-8 Max Horz 2=252(LC 11) Max Uplift 6=-85(LC 12), 2=-45(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-663/89, 3-4=-284/111 BOT CHORD 2-8=-97/520, 7-8=-97/520 WEBS 3-8=0/251, 3-7=-475/151, 4-7=-92/410, 4-6=-552/101 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 6, 2. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H11 Truss Type Half Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454337 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:08 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-vuzpQnFw9r2IvDcbIqwmTZ42o4kjVOAW8gBu_BypYkz Scale = 1:12.7 1 2 3 4 6 5 1.5x4 1.5x4 3x5 5x9 3x6 2-0-0 2-0-0 4-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 4-0-0 2-0-0 0-7-121-11-128.00 12 Plate Offsets (X,Y)-- [3:0-7-4,0-2-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.11 0.05 0.03 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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=167/Mechanical, 2=244/0-3-8 Max Horz 2=56(LC 9) Max Uplift 5=-41(LC 7), 2=-47(LC 10) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 28 lb up at 2-0-0 on top chord, and 43 lb down and 31 lb up at 2-0-0 on bottom chord. The design/selection of such 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-43(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H12 Truss Type Half Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454338 8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:47:40 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-NFxE92DzRl1P67ZQSuMAr9elF8jl_6gM2K0YwCypYUX Scale = 1:15.6 1 2 3 4 6 5 10 11 12 13 3x6 4x4 3x5 1.5x4 4x4 3-0-0 3-0-0 7-0-0 4-0-0 7-0-4 0-0-4 -1-0-0 1-0-0 3-0-0 3-0-0 7-0-0 4-0-0 0-3-151-3-154.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-M) 0.44 0.31 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.01 (loc) 5-6 5-6 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 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Sheathed 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=356/Mechanical, 2=435/0-3-8 (min. 0-1-8) Max Horz 2=39(LC 11) Max Uplift 5=-44(LC 8), 2=-85(LC 8) Max Grav 5=428(LC 31), 2=527(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-808/79, 3-10=-798/82 BOT CHORD 2-6=-79/758, 6-13=-82/727, 5-13=-82/727 WEBS 3-5=-752/83 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 5 and 85 lb uplift at joint 2. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 27 lb up at 3-0-0, and 40 lb down and 27 lb up at 5-0-12 on top chord, and 142 lb down and 45 lb up at 3-0-0, and 18 lb down at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H12 Truss Type Half Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454338 8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:47:40 2016 Page 2 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-NFxE92DzRl1P67ZQSuMAr9elF8jl_6gM2K0YwCypYUX LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-142(F) 3=-12(F) 12=-12(F) 13=-18(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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 1600333 Truss H13 Truss Type Half Hip Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454339 8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:48:04 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gsOJBFW0n72??pP1swoopDesvpucc0TuZ3qqmpypYU9 Scale = 1:15.5 1 2 3 4 6 5 3x6 3x5 1.5x4 3x5 4x4 5-0-0 5-0-0 7-0-0 2-0-0 7-0-2 0-0-2 -1-0-0 1-0-0 5-0-0 5-0-0 7-0-0 2-0-0 0-3-151-11-154.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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) 0.39 0.42 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.07 0.00 (loc) 6-9 6-9 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 Stud BRACING- TOP CHORD Sheathed, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=339/0-3-8 (min. 0-1-8), 5=270/Mechanical Max Horz 2=61(LC 13) Max Uplift 2=-65(LC 10), 5=-34(LC 10) Max Grav 2=475(LC 34), 5=284(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-390/71 BOT CHORD 2-6=-39/320, 5-6=-40/306 WEBS 3-5=-415/90 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 2 and 34 lb uplift at joint 5. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H14 Truss Type Half Hip Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454340 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:10 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-rG5arTGBhSI08XmzPEzEY_9HhtI6zFCpbzg?33ypYkx Scale = 1:16.9 1 2 3 4 6 5 1.5x4 3x5 1.5x4 3x5 4x4 5-10-0 5-10-0 8-0-0 2-2-0 -1-0-0 1-0-0 5-10-0 5-10-0 8-0-0 2-2-0 0-3-152-3-44.00 12 Plate Offsets (X,Y)-- [2:0-2-10,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.54 0.56 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.13 0.01 (loc) 6-9 6-9 5 l/defl >999 >724 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=378/0-3-8, 5=310/Mechanical Max Horz 2=70(LC 13) Max Uplift 2=-69(LC 10), 5=-40(LC 10) Max Grav 2=530(LC 34), 5=332(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-444/73 BOT CHORD 2-6=-37/361, 5-6=-39/346 WEBS 3-5=-484/95 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 11) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H15 Truss Type Half Hip Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454341 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:11 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-JTey3pHpRmQtmgLAzyUT5CiUFHibih4yqdPZbWypYkw Scale = 1:16.9 1 2 3 4 6 5 10 11 1.5x4 4x4 3x5 1.5x4 4x4 3-10-0 3-10-0 8-0-0 4-2-0 -1-0-0 1-0-0 3-10-0 3-10-0 8-0-0 4-2-0 0-3-151-7-44.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.42 0.29 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.01 (loc) 6-9 5-6 5 l/defl >999 >999 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=310/Mechanical, 2=378/0-3-8 Max Horz 2=48(LC 13) Max Uplift 5=-38(LC 10), 2=-71(LC 10) Max Grav 5=387(LC 33), 2=483(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-570/116 BOT CHORD 2-6=-88/509, 5-6=-92/498 WEBS 3-5=-524/118 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 11) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H16 Truss Type Half Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454342 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:12 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-nfCKG9IRC3YkOqwMXf?idPEhEh1qR3263H967yypYkv Scale = 1:16.9 1 2 3 4 5 8 7 6 12 13 14 15 1.5x4 3x5 1.5x4 8x12 4x4 4x8 1-10-0 1-10-0 4-9-4 2-11-4 8-0-0 3-2-12 -1-0-0 1-0-0 1-10-0 1-10-0 4-9-4 2-11-4 8-0-0 3-2-12 0-3-150-11-44.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-0], [7:0-6-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.28 0.35 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.09 0.01 (loc) 7 7-8 6 l/defl >999 >999 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-6 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=326/Mechanical, 2=417/0-3-8 Max Horz 2=26(LC 11) Max Uplift 6=-41(LC 9), 2=-89(LC 8) Max Grav 6=447(LC 31), 2=449(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1003/106, 3-4=-1259/127, 4-5=-1259/127, 5-6=-399/54 BOT CHORD 2-8=-104/947, 7-8=-106/925 WEBS 3-7=-37/343, 4-7=-303/78, 5-7=-126/1287 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 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) 14 lb down and 10 lb up at 1-10-0, and 14 lb down and 10 lb up at 3-10-12, and 14 lb down and 10 lb up at 5-10-12 on top chord, and 45 lb down and 37 lb up at 1-10-0, and 5 lb down and 12 lb up at 3-10-12, and 5 lb down and 12 lb up at 5-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss H16 Truss Type Half Hip Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454342 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:12 2016 Page 2 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-nfCKG9IRC3YkOqwMXf?idPEhEh1qR3263H967yypYkv LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 8=-45(B) 14=-5(B) 15=-5(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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 1600333 Truss J01 Truss Type Jack-Open Qty 6 Ply 1 IGM 52 Job Reference (optional) I27454343 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:13 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-GrmiUVI3zNgb?_VY4NWxAdnuz5RpAexFHxufgOypYku Scale = 1:18.7 1 2 3 4 3x6 3-9-0 3-9-0 -1-0-0 1-0-0 3-9-0 3-9-0 0-7-123-1-122-8-93-1-128.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.15 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 4-7 4-7 3 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 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=93/Mechanical, 4=47/Mechanical, 2=216/0-3-8 Max Horz 2=92(LC 12) Max Uplift 3=-52(LC 12), 2=-7(LC 12) Max Grav 3=97(LC 20), 4=68(LC 5), 2=216(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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 3, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss J02 Truss Type Jack-Open Qty 7 Ply 1 IGM 52 Job Reference (optional) I27454344 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:13 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-GrmiUVI3zNgb?_VY4NWxAdns15PIAexFHxufgOypYku Scale = 1:22.8 1 2 3 44x8 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-7-123-11-123-6-93-11-128.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.27 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.07 0.02 (loc) 4-7 4-7 3 l/defl >999 >800 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 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)3=130/Mechanical, 4=62/Mechanical, 2=264/0-3-8 Max Horz 2=117(LC 12) Max Uplift 3=-72(LC 12), 2=-4(LC 12) Max Grav 3=135(LC 20), 4=90(LC 5), 2=264(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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 3, 2. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454345 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:14 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-k2K4hrJhkhoRd84le41AiqK4VVmkv5BPWbeDCrypYkt Scale = 1:16.2 1 2 3 4 3x6 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-7-122-7-122-2-92-7-128.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.10 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-7 4-7 3 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 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=72/Mechanical, 4=36/Mechanical, 2=188/0-3-8 Max Horz 2=76(LC 12) Max Uplift 3=-41(LC 12), 2=-9(LC 12) Max Grav 3=75(LC 20), 4=53(LC 5), 2=188(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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 3, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss J04 Truss Type Jack-Open Qty 5 Ply 1 IGM 52 Job Reference (optional) I27454346 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:14 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-k2K4hrJhkhoRd84le41AiqK3TVmrv5BPWbeDCrypYkt Scale = 1:19.5 1 2 3 4 3x6 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-7-123-3-122-10-93-3-128.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.17 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 4-7 4-7 3 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 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)3=101/Mechanical, 4=49/Mechanical, 2=225/0-3-8 Max Horz 2=97(LC 12) Max Uplift 3=-56(LC 12), 2=-6(LC 12) Max Grav 3=105(LC 20), 4=72(LC 5), 2=225(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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 3, 2. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454347 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:15 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-CEuTuBKJV_wIFIfxCoYPF2sFEu7XeYRYlFNmkHypYks Scale = 1:12.9 1 2 3 43x6 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-7-121-11-121-6-91-11-128.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.10 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 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 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=21/Mechanical, 2=155/0-3-8, 3=44/Mechanical Max Horz 2=57(LC 12) Max Uplift 2=-12(LC 12), 3=-27(LC 12) Max Grav 4=34(LC 5), 2=165(LC 18), 3=46(LC 20) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 2, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss J06 Truss Type Jack-Partial Qty 6 Ply 1 IGM 52 Job Reference (optional) I27454348 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:15 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-CEuTuBKJV_wIFIfxCoYPF2sAAu0ZeVQYlFNmkHypYks Scale = 1:17.6 1 2 3 6 10 4 5 3x7 3x5 1.5x4 8-0-0 8-0-0 -1-0-0 1-0-0 4-3-2 4-3-2 8-0-0 3-8-14 0-3-152-11-152-7-122-11-154.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.42 0.48 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.01 (loc) 6-9 6-9 5 l/defl >867 >324 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)4=86/Mechanical, 2=381/0-3-8, 5=227/Mechanical Max Horz 2=93(LC 10) Max Uplift 4=-44(LC 10), 2=-60(LC 10), 5=-8(LC 14) Max Grav 4=110(LC 21), 2=390(LC 21), 5=239(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-519/133 BOT CHORD 2-6=-197/493 WEBS 3-6=-526/210 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss J07 Truss Type Jack-Open Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454349 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:16 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gQSr6XLyGI29tSE7mV4eoFPQ4ISCN?hh_v7KGjypYkr Scale = 1:9.4 1 2 8 3 43x5 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-3-151-3-150-11-121-3-154.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.09 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 4-7 2 l/defl >999 >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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=70/Mechanical, 2=188/0-3-8, 4=38/Mechanical Max Horz 2=43(LC 10) Max Uplift 3=-23(LC 14), 2=-47(LC 10) Max Grav 3=72(LC 21), 2=188(LC 21), 4=51(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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss J08 Truss Type Jack-Open Qty 3 Ply 1 IGM 52 Job Reference (optional) I27454350 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:16 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gQSr6XLyGI29tSE7mV4eoFPQ4IT0N?hh_v7KGjypYkr Scale = 1:7.5 1 2 3 4 3x5 1-10-0 1-10-0 -1-0-0 1-0-0 1-10-0 1-10-0 0-3-150-11-40-7-10-11-44.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.09 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 7 7 4 l/defl >999 >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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=36/Mechanical, 2=149/0-3-8, 4=20/Mechanical Max Horz 2=32(LC 10) Max Uplift 3=-11(LC 14), 2=-47(LC 10) Max Grav 3=36(LC 1), 2=164(LC 20), 4=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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss J09 Truss Type Jack-Partial Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454351 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:17 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-8d0DJsMa1cA0UboJJDbtKTyY5iiG6JlrCZstpAypYkq Scale = 1:18.5 1 2 3 4 6 5 9 10 11 12 1.5x4 4x6 4x4 3x6 3x5 4-3-2 4-3-2 8-0-0 3-8-14 -1-0-0 1-0-0 4-3-2 4-3-2 8-0-0 3-8-14 0-3-152-11-154.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-1], [6:0-4-4,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-MSH 0.27 0.47 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.08 0.01 (loc) 6-8 6-8 5 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 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=980/0-3-8, 5=1122/Mechanical Max Horz 2=93(LC 30) Max Uplift 2=-145(LC 8), 5=-171(LC 12) Max Grav 2=989(LC 19), 5=1149(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1681/189 BOT CHORD 2-6=-230/1590, 5-6=-230/1590 WEBS 3-6=-61/846, 3-5=-1701/246 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=145, 5=171. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 48 lb up at 7-10-4 on top chord, and 427 lb down and 61 lb up at 1-10-12, 367 lb down and 58 lb up at 3-10-12, and 312 lb down and 60 lb up at 5-10-12, and 229 lb down and 17 lb up at 7-10-4 on bottom chord. The design/selection of such 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss J09 Truss Type Jack-Partial Girder Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454351 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:17 2016 Page 2 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-8d0DJsMa1cA0UboJJDbtKTyY5iiG6JlrCZstpAypYkq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-81(F) 5=-229(F) 10=-427(F) 11=-367(F) 12=-312(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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 1600333 Truss M01 Truss Type Monopitch Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454352 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:18 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-cpabXCMCovJt6lNWtw66tgUhR63irtF_RDcQLcypYkp Scale = 1:55.7 1 2 3 4 5 7 6 3x5 4x4 1.5x4 3x7 3x5 4x8 6-11-8 6-11-8 13-11-0 6-11-8 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 0-7-129-11-18.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.42 0.39 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.01 (loc) 6-7 6-7 2 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 *Except* 3-7: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS.(lb/size)6=549/0-3-0, 2=613/0-3-8 Max Horz 2=286(LC 11) Max Uplift 6=-118(LC 12), 2=-35(LC 12) Max Grav 6=581(LC 20), 2=613(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-643/89 BOT CHORD 2-7=-95/501, 6-7=-95/501 WEBS 3-7=0/309, 3-6=-574/175 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 except (jt=lb) 6=118. 7) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss M02 Truss Type MONOPITCH Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454353 8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:51:35 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-_Se4UP3N5yd3pE1ajk4HsjttrtpMYGay4OSUf5ypYQs Scale = 1:87.4 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 17 16 18 19 20 3x7 6x8 3x5 1.5x4 4x6 3x5 4x4 3x5 3x5 5x9 3x5 5x9 3x5 5x9 4x8 4x8 3x5 2-7-8 2-7-8 10-6-12 7-11-4 18-6-6 7-11-10 24-1-15 5-7-9 30-1-0 5-11-1 2-7-8 2-7-8 10-6-12 7-11-4 18-6-1 7-11-4 18-6-6 0-0-5 24-1-15 5-7-9 30-1-0 5-11-1 1-7-1214-0-012-6-010-1-121-6-014-0-08.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-12], [5:0-6-12,0-2-0], [13:0-6-0,Edge], [16:0-2-8,0-2-0], [17:0-2-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.72 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.12 (loc) 12-13 12-13 18 l/defl >999 >995 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-14: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 4-12,1-15,13-15,1-13,9-16,6-16: 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-12, 4-10, 5-9, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=1192/0-3-8 (min. 0-1-14), 18=1168/0-3-8 (min. 0-1-15) Max Horz 15=384(LC 9) Max Uplift 15=-70(LC 12), 18=-162(LC 9) Max Grav 15=1192(LC 1), 18=1228(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2524/397, 2-3=-1643/186, 3-4=-1542/210, 4-5=-1006/230, 5-6=-505/213, 7-16=-106/1098, 1-15=-1235/187 BOT CHORD 2-13=-216/427, 12-13=-618/2447, 11-12=-244/1417, 10-11=-244/1417, 10-19=-178/789, 9-19=-178/789 WEBS 2-12=-1046/388, 4-12=0/433, 4-10=-824/236, 5-9=-674/122, 5-10=-72/777, 13-15=-409/265, 1-13=-335/2050, 9-16=-179/893, 6-16=-520/249 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 15 and 162 lb uplift at joint 18. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss M03 Truss Type Monopitch Qty 4 Ply 1 IGM 52 Job Reference (optional) I27454354 8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:52:27 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-TSnkOBi?rxBh2E0amf0Tzh1mjqZWjnSc2U2EV4ypYQ2 Scale = 1:87.4 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 17 16 18 19 20 3x7 6x8 3x5 1.5x4 4x6 3x5 4x4 3x5 3x5 5x9 3x5 5x9 3x5 5x9 4x8 4x8 3x5 2-7-8 2-7-8 10-6-12 7-11-4 18-6-6 7-11-10 24-1-15 5-7-9 30-1-0 5-11-1 2-7-8 2-7-8 10-6-12 7-11-4 18-6-1 7-11-4 18-6-6 0-0-5 24-1-15 5-7-9 30-1-0 5-11-1 1-7-1214-0-012-6-010-1-121-6-014-0-08.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-12], [5:0-6-12,0-2-0], [13:0-6-0,Edge], [16:0-2-8,0-2-0], [17:0-2-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.72 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.12 (loc) 12-13 12-13 18 l/defl >999 >995 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-14: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 4-12,1-15,13-15,1-13,9-16,6-16: 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-12, 4-10, 5-9, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=1192/0-3-8 (min. 0-1-14), 18=1168/0-3-8 (min. 0-1-15) Max Horz 15=384(LC 9) Max Uplift 15=-70(LC 12), 18=-162(LC 9) Max Grav 15=1192(LC 1), 18=1228(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2524/397, 2-3=-1643/186, 3-4=-1542/210, 4-5=-1006/230, 5-6=-505/213, 7-16=-106/1098, 1-15=-1235/187 BOT CHORD 2-13=-216/427, 12-13=-618/2447, 11-12=-244/1417, 10-11=-244/1417, 10-19=-178/789, 9-19=-178/789 WEBS 2-12=-1046/388, 4-12=0/433, 4-10=-824/236, 5-9=-674/122, 5-10=-72/777, 13-15=-409/265, 1-13=-335/2050, 9-16=-179/893, 6-16=-520/249 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 15 and 162 lb uplift at joint 18. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss M04 Truss Type Monopitch Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454355 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:21 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-1OFk9EP45qhSzD65Y2fpVJ6C?J1k27MR7Bq5yxypYkm Scale = 1:79.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 5x9 1.5x4 8x12 1.5x4 5x9 4x4 4x8 3x6 4x4 8-2-0 8-2-0 16-0-8 7-10-8 18-6-1 2-5-9 18-6-6 0-0-5 24-1-15 5-7-9 29-9-8 5-7-9 30-1-0 0-3-8 5-6-8 5-6-8 10-9-8 5-3-0 16-0-8 5-3-0 18-6-1 2-5-9 18-6-6 0-0-5 24-1-15 5-7-9 29-9-8 5-7-9 30-1-0 0-3-8 1-7-1214-0-010-1-1212-2-81-6-014-0-08.00 12 Plate Offsets (X,Y)-- [6:0-6-8,0-1-12], [8:0-2-8,0-0-8], [16:0-2-8,0-0-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.40 0.62 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.40 0.01 (loc) 10-11 10-11 16 l/defl >999 >896 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 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* 2-13,7-16,1-15,2-15: 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-11 WEBS 1 Row at midpt 4-13, 4-11, 6-10, 7-10, 2-15 REACTIONS.(lb/size)15=1180/0-3-8, 16=1180/0-3-8 Max Horz 15=357(LC 12) Max Uplift 15=-23(LC 12), 16=-125(LC 9) Max Grav 15=1180(LC 1), 16=1224(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/90, 2-4=-1320/110, 4-5=-1105/146, 5-6=-1092/223, 6-7=-465/92, 1-15=-253/90 BOT CHORD 13-15=-356/1105, 10-11=-164/679 WEBS 11-13=-284/1118, 4-11=-314/152, 6-10=-550/181, 10-16=-171/855, 7-16=-538/100, 2-15=-1259/0, 6-11=-229/948 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x5 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 16=125. 10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss M05 Truss Type Monopitch Structural Gable Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454356 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:22 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-Vap6MaPis8pJbNhH6mA21WfJ9jRIngSaMraeUNypYkl Scale = 1:70.1Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 1 2 3 4 5 8 7 625 4x6 3x5 4x8 3x5 3x5 3x7 5x9 6-8-4 6-8-4 13-4-8 6-8-4 -1-0-0 1-0-0 6-8-4 6-8-4 13-4-8 6-8-4 3-7-1212-6-128.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-4-8,0-3-0], [5:0-3-14,Edge], [19:0-1-15,0-0-12], [22:0-1-15,0-0-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.63 0.35 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.14 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 280 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* 2-8: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)8=595/0-3-8, 6=520/Mechanical Max Horz 8=364(LC 9) Max Uplift 8=-12(LC 12), 6=-147(LC 9) Max Grav 8=628(LC 21), 6=652(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-491/115, 2-8=-583/129 BOT CHORD 7-8=-337/251, 6-7=-147/369 WEBS 4-6=-509/175, 2-7=-40/385 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 6=147. 11) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss M06 Truss Type Monopitch Qty 7 Ply 1 IGM 52 Job Reference (optional) I27454357 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:22 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-Vap6MaPis8pJbNhH6mA21WfJ9jRIngSaMraeUNypYkl Scale = 1:70.1 1 2 3 4 5 8 7 69 4x6 3x5 4x8 3x5 3x5 3x7 3x5 6-8-4 6-8-4 13-4-8 6-8-4 -1-0-0 1-0-0 6-8-4 6-8-4 13-4-8 6-8-4 3-7-1212-6-128.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [5:0-3-14,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.63 0.35 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.14 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 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* 2-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)8=595/0-3-8, 6=520/Mechanical Max Horz 8=364(LC 9) Max Uplift 8=-12(LC 12), 6=-147(LC 9) Max Grav 8=628(LC 21), 6=652(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-491/115, 2-8=-583/129 BOT CHORD 7-8=-337/251, 6-7=-147/369 WEBS 4-6=-509/175, 2-7=-40/385 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 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) 8 except (jt=lb) 6=147. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss M07 Truss Type GABLE Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454358 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:24 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RzxsnGRzOl31qgrgEBDW6xkhKXBbFRdtp93lZGypYkj Scale = 1:93.0 Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12222324 3x6 3x6 3x6 4x6 3x5 1.5x4 3x5 1.5x4 3x5 1.5x4 3x5 1.5x4 3x5 1.5x4 3x5 1.5x4 3x5 1.5x4 6x8 5x9 12-2-8 12-2-8 -1-0-0 1-0-0 12-2-8 12-2-8 6-7-014-8-118.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-3-0], [11:0-0-6,0-1-8], [12:Edge,0-2-0], [20:0-4-0,0-4-8], [21:0-4-4,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.46 0.10 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 1-2 1-2 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 359 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF Stud *Except* 11-12: 2x6 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 *Except* 3-20: 2x4 SPF Stud 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 2-21, 11-12, 10-13, 9-14, 8-15, 7-16, 6-17, 5-18 REACTIONS.All bearings 12-2-8. (lb) - Max Horz 21=420(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 17, 18, 19 except 21=-964(LC 10), 12=-254(LC 11), 13=-192(LC 8), 20=-1371(LC 9) Max Grav All reactions 250 lb or less at joint(s) 12, 15, 18, 19 except 21=1458(LC 31), 13=391(LC 45), 14=286(LC 1), 16=278(LC 1), 17=267(LC 1), 20=1392(LC 40) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-1294/871, 3-4=-256/163 BOT CHORD 20-21=-391/272 WEBS 2-20=-914/1239 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 16, 17, 18, 19 except (jt=lb) 21=964, 12=254, 13=192, 20=1371. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 76 lb up at 11-0-12 on top chord, and 1139 lb down and 183 lb up at 1-0-12, 219 lb down and 28 lb up at 3-0-12, 219 lb down and 28 lb up at 5-0-12, 219 lb down and 28 lb up at 7-0-12, and 219 lb down and 28 lb up at 9-0-12, and 220 lb down and 27 lb up at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss M07 Truss Type GABLE Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454358 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:24 2016 Page 2 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RzxsnGRzOl31qgrgEBDW6xkhKXBbFRdtp93lZGypYkj 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 13=-220(B) 10=-52(B) 16=-219(B) 19=-219(B) 22=-1139(B) 23=-219(B) 24=-219(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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 1600333 Truss M08 Truss Type Monopitch Qty 7 Ply 1 IGM 52 Job Reference (optional) I27454359 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:24 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RzxsnGRzOl31qgrgEBDW6xkjbX8uFZztp93lZGypYkj Scale = 1:81.9 1 2 3 4 5 8 7 6910 3x6 3x5 3x7 3x5 3x5 4x4 3x5 6-1-4 6-1-4 12-2-8 6-1-4 -1-0-0 1-0-0 6-1-4 6-1-4 12-2-8 6-1-4 6-7-014-8-118.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [5:0-0-6,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.38 0.27 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.09 -0.00 (loc) 6-7 6-7 8 l/defl >999 >999 n/a L/d 240 180 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 *Except* 5-6: 2x6 SPF 1650F 1.5E, 2-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6, 4-7, 4-6 REACTIONS.(lb/size)8=545/0-3-8, 6=470/Mechanical Max Horz 6=423(LC 9) Max Uplift 8=-36(LC 8), 6=-237(LC 9) Max Grav 8=718(LC 21), 6=668(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-373/158, 2-8=-620/117 BOT CHORD 6-7=-105/301 WEBS 4-6=-472/192, 2-7=-103/398 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 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) 8 except (jt=lb) 6=237. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss M09 Truss Type Monopitch Qty 4 Ply 1 IGM 52 Job Reference (optional) I27454360 8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:53:22 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-M1cXx?MUuq6t8gj8UjVNiHp9D?Qa6roihYsfxOypYPB Scale = 1:16.8 1 2 3 4 8 3x5 1.5x4 3x5 7-0-3 7-0-3 -1-0-0 1-0-0 7-0-0 7-0-0 0-3-152-7-154.00 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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) 0.61 0.45 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.28 0.00 (loc) 4-7 4-7 2 l/defl >849 >298 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 Stud BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=270/Mechanical, 2=339/0-3-8 (min. 0-1-8) Max Horz 2=81(LC 13) Max Uplift 4=-38(LC 14), 2=-63(LC 10) Max Grav 4=296(LC 21), 2=345(LC 21) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 4 and 63 lb uplift at joint 2. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss M10 Truss Type MONO TRUSS Qty 7 Ply 1 IGM 52 Job Reference (optional) I27454361 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:25 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-v9VF?cSb83BuSqQsnuklf9Hq8wSQ_4v02poI5iypYki Scale = 1:17.4 1 2 3 4 8 3x5 1.5x4 1.5x4 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-3-152-7-154.00 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.58 0.45 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.28 0.00 (loc) 4-7 4-7 2 l/defl >849 >298 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=339/0-3-8, 4=270/0-3-8 Max Horz 2=81(LC 13) Max Uplift 2=-63(LC 10), 4=-38(LC 14) Max Grav 2=345(LC 21), 4=296(LC 21) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 4. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss M11 Truss Type Monopitch Qty 7 Ply 1 IGM 52 Job Reference (optional) I27454362 8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:53:55 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-uO5?sHmB7zGCclkUw8b6XEgleJe6LmzZHAMvazypYOg Scale = 1:18.4 1 2 3 4 8 3x5 1.5x4 4x4 8-0-4 8-0-4 -1-0-0 1-0-0 8-0-0 8-0-0 0-3-152-11-154.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.59 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.47 0.01 (loc) 4-7 4-7 2 l/defl >579 >202 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 Stud BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=310/Mechanical, 2=378/0-3-8 (min. 0-1-8) Max Horz 2=92(LC 13) Max Uplift 4=-44(LC 14), 2=-66(LC 10) Max Grav 4=345(LC 21), 2=387(LC 21) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 4 and 66 lb uplift at joint 2. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss PB01 Truss Type GABLE Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454363 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:28 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-JkANddUTR_ZSJI8RT0HSHnvN08TsBPOTkn1yi1ypYkf Scale = 1:65.8Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 1 28 5x9 3x5 3x5 5x12 MT18HS5x9 17-3-2 17-3-2 17-3-2 17-3-2 11-6-111-4-90-1-88.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-3-4], [16:0-8-8,0-0-0], [26:0-4-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.40 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 28 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 260 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 14-17,13-18,12-19,11-20: 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, Except: 6-0-0 oc bracing: 2-27,26-27. WEBS 1 Row at midpt 15-28, 14-17, 13-18, 12-19 REACTIONS.All bearings 17-3-2. (lb) - Max Horz 1=332(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 except 17=-162(LC 12), 1=-122(LC 10), 16=-200(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 17, 18, 19, 1, 16, 20, 21, 22, 23, 24, 25, 26, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-381/248, 2-3=-297/193, 3-4=-267/172 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Bearing at joint(s) 28, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 except (jt=lb) 17=162, 1=122, 16=200. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss PB02 Truss Type PIGGYBACK Qty 8 Ply 1 IGM 52 Job Reference (optional) I27454364 8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:58:48 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-plImMTJ_7?BdFneoaALpv1JsJQclVFZhfGqvNVypYK5 Scale = 1:70.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x5 4x6 3x5 3x5 4x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-6-10 17-6-10 17-6-10 17-6-10 0-4-711-8-70-1-811-6-150-1-88.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [7:0-3-14,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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) 0.59 0.71 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.01 -0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-13: 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* : 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 7-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-6-3. (lb) - Max Horz 2=339(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2 except 9=-129(LC 9), 10=-114(LC 12), 11=-116(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 9=879(LC 20), 10=258(LC 25), 11=508(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-298/190, 3-4=-277/231 WEBS 6-9=-457/153, 4-11=-329/166 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 except (jt=lb) 9=129 , 10=114, 11=116. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T01 Truss Type Common Qty 3 Ply 1 IGM 52 Job Reference (optional) I27454365 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:29 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-owklqzV5CIhJwRjd0kphp?ScRYoJwruczRmWETypYke Scale = 1:46.7 1 2 3 4 5 8 7 61516 3x5 3x5 1.5x4 4x6 3x5 1.5x4 4x8 4x8 7-5-3 7-5-3 14-6-13 7-1-11 22-0-0 7-5-3 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 0-7-127-11-120-7-128.00 12 Plate Offsets (X,Y)-- [1:0-3-6,0-0-9], [5:0-3-6,0-0-9] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.24 0.45 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.22 0.03 (loc) 6-8 6-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 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* 2-8,4-6: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=880/0-3-8, 5=880/Mechanical Max Horz 1=-142(LC 8) Max Uplift 1=-55(LC 12), 5=-55(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1209/157, 2-3=-1081/207, 3-4=-1081/207, 4-5=-1209/157 BOT CHORD 1-8=-108/1006, 6-8=-0/674, 5-6=-66/936 WEBS 2-8=-290/174, 3-8=-84/510, 3-6=-84/510, 4-6=-290/174 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 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) 1, 5. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T01GE Truss Type GABLE Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454366 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:30 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-G7I82JWkzbpAYbIpaRKwMC_p0xF1fKblC5W3mvypYkd Scale = 1:31.3 Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 4x4 3x5 4x8 13-8-0 13-8-0 -1-0-0 1-0-0 6-10-0 6-10-0 13-8-0 6-10-0 14-8-0 1-0-0 0-7-125-2-70-7-128.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-9], [12:Edge,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud 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 13-8-0. (lb) - Max Horz 2=-102(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 19, 20, 21, 2, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 12, 18, 19, 20, 21, 2, 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Solid blocking is required on both sides of the truss at joint(s), 12. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 19, 20, 21, 2, 22, 17, 16, 15, 14. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T01SGE Truss Type Common Structural Gable Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454367 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:31 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-kJsWFfWMkvx1Alt089r9uQXvvLZcNfhvQlFcIMypYkc Scale = 1:68.3 Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1)1 2 3 6 5 413 3x5 4x8 3x5 3x5 3x5 3x5 4-2-0 4-2-0 8-4-0 4-2-0 0-3-8 0-3-8 4-2-0 3-10-8 8-4-0 4-2-0 11-5-511-6-116-0-76-2-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.44 0.14 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.03 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 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* 1-6: 2x6 SPF 1650F 1.5E, 3-4,3-5: 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-5, 1-6 REACTIONS.(lb/size)6=318/0-3-8, 4=318/0-3-8 Max Horz 6=-326(LC 8) Max Uplift 6=-220(LC 8), 4=-78(LC 9) Max Grav 6=500(LC 20), 4=440(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-308/237, 1-6=-422/238, 3-4=-413/97 BOT CHORD 5-6=-224/256 WEBS 1-5=-230/426, 2-5=-303/183, 3-5=-116/300 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 4 except (jt=lb) 6=220. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T02 Truss Type Roof Special Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454368 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:32 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-CVQuT?X_VD3unvSCisMORd46XlqU68L2fP?AroypYkb Scale = 1:47.5 1 2 3 4 5 6 12 11 10 9 8 7 133x5 3x6 5x9 1.5x4 3x5 3x5 4x8 1.5x4 3x5 3x5 3x5 4x4 5-5-4 5-5-4 10-7-0 5-1-12 19-1-8 8-6-8 22-0-0 2-10-8 5-5-4 5-5-4 10-7-0 5-1-12 14-10-4 4-3-4 19-1-8 4-3-4 22-0-0 2-10-8 8-3-12-6-122-6-128-3-18.00 12 Plate Offsets (X,Y)-- [3:0-6-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.32 0.48 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.30 0.03 (loc) 8-9 8-9 7 l/defl >999 >878 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 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* 6-7,4-9,4-8,5-8,5-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3, 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-12, 3-11 REACTIONS.(lb/size)12=868/0-3-8, 7=868/Mechanical Max Horz 12=-232(LC 8) Max Uplift 12=-112(LC 8), 7=-56(LC 13) Max Grav 12=883(LC 3), 7=868(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-816/158, 1-2=-461/163, 2-3=-461/163, 3-4=-821/175, 4-5=-1206/184 BOT CHORD 9-11=-19/611, 8-9=-46/814, 7-8=-57/958 WEBS 1-11=-109/816, 2-11=-359/142, 3-11=-320/50, 3-9=-21/458, 4-9=-320/142, 4-8=-17/282, 5-7=-1230/104 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 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) 7 except (jt=lb) 12=112. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T02GE Truss Type GABLE Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454369 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:33 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gi_GgLYcGWBlP31OFatd_rcFy9E?reaCu2kjNEypYka Scale = 1:52.3Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 12 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 3x5 3x5 4x4 3x5 4x8 3x5 13-4-0 13-4-0 6-1-0 6-1-0 13-4-0 7-3-0 4-5-08-5-113-7-118.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.15 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 223 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 6-18,5-19,7-17: 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 6-18 REACTIONS.All bearings 13-4-0. (lb) - Max Horz 23=-196(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 21, 17, 16, 15 except 23=-274(LC 8), 13=-310(LC 9), 22=-268(LC 9), 14=-376(LC 8) Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 21, 17, 16, 15 except 23=274(LC 11), 13=371(LC 10), 22=339(LC 10), 14=441(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-437/444 WEBS 10-14=-312/298, 11-13=-704/658 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 19, 20, 21, 17, 16, 15 except (jt=lb) 23=274, 13=310, 22=268, 14=376. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T03 Truss Type Roof Special Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454370 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:33 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gi_GgLYcGWBlP31OFatd_rcGb96XrawCu2kjNEypYka Scale = 1:54.8 1 2 3 4 5 6 11 10 9 8 71213 3x7 3x5 5x9 4x6 1.5x4 3x6 3x6 3x5 4x8 3x5 4x4 8-7-0 8-7-0 14-10-4 6-3-4 22-0-0 7-1-12 4-5-4 4-5-4 8-7-0 4-1-12 14-10-4 6-3-4 21-1-8 6-3-4 22-0-0 0-10-8 9-7-11-2-121-2-129-7-18.00 12 Plate Offsets (X,Y)-- [3:0-6-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.36 0.69 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.50 0.03 (loc) 9-11 9-11 7 l/defl >977 >518 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 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* 6-7,4-8,5-8,5-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3, 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-11, 2-11 REACTIONS.(lb/size)11=868/0-3-8, 7=868/Mechanical Max Horz 11=-273(LC 8) Max Uplift 11=-113(LC 8), 7=-55(LC 13) Max Grav 11=874(LC 3), 7=868(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-510/182, 3-4=-732/168, 4-5=-1132/141 BOT CHORD 9-11=-74/382, 8-9=-27/868, 7-8=-107/767 WEBS 2-11=-743/146, 2-9=-68/522, 4-9=-464/161, 5-7=-1117/271 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 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) 7 except (jt=lb) 11=113. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T03GE Truss Type GABLE Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454371 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:35 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-c45150Zso8STeMAnN_v53GhdiyxcJaXULMDqR7ypYkY Scale = 1:67.7 Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 5x9 4x4 3x5 3x5 5x9 24-8-8 24-8-8 16-8-0 16-8-0 24-8-8 8-0-8 0-5-511-6-116-2-58.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-3-4], [33:0-4-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.26 0.07 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 440 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 9-32,8-33,7-34,6-35,5-36,3-37,2-38,19-22: 2x4 SPF Stud 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 14-27, 13-28, 12-29, 11-30, 15-26, 16-25, 17-24 REACTIONS.All bearings 24-8-8. (lb) - Max Horz 1=278(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 21, 1, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 26, 25, 24, 23, 22 Max Grav All reactions 250 lb or less at joint(s) 21, 1, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 26, 25, 24, 23, 22 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-287/236, 2-3=-251/204 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 1, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 26, 25, 24, 23, 22. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T04 Truss Type Roof Special Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454372 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:36 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-4GfPIMaUZRaKGWlzxiRKbTEj4MCw2wGea0zN_ZypYkX Scale = 1:62.6 1 2 3 4 5 11 10 9 8 7 61213 4x4 4x8 6x8 4x8 1.5x4 3x5 4x8 3x5 3x5 4x4 4x4 6-7-0 6-7-0 12-8-0 6-1-0 18-9-0 6-1-0 22-0-0 3-3-0 6-7-0 6-7-0 12-8-0 6-1-0 18-9-0 6-1-0 22-0-0 3-3-0 10-11-12-9-122-9-1210-11-18.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-4-4], [4:0-5-8,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.60 0.39 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.17 0.02 (loc) 10-11 10-11 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-11,1-10,2-10,3-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-9-3 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-11, 2-10, 3-10 REACTIONS.(lb/size)11=868/0-3-8, 6=868/0-3-8 Max Horz 11=-311(LC 8) Max Uplift 11=-113(LC 8), 6=-60(LC 13) Max Grav 11=908(LC 3), 6=868(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-807/169, 1-2=-420/187, 2-3=-594/177, 3-4=-981/143, 4-5=-1003/139, 5-6=-838/104 BOT CHORD 8-10=-20/754, 7-8=-75/964 WEBS 1-10=-98/772, 3-10=-575/164, 3-8=0/310, 4-7=-677/140, 5-7=-133/1247 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 6 except (jt=lb) 11=113. 7) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T05 Truss Type Roof Special Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454373 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:37 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-ZTDnWib7KliBugK9UPyZ8hnqqmZtnOFnpgixW?ypYkW Scale = 1:71.0 1 2 3 4 5 6 12 11 10 9 8 71314 4x6 5x9 6x8 4x8 3x5 4x4 3x5 4x8 3x5 3x5 4x4 4x4 4-7-0 4-7-0 10-8-0 6-1-0 16-9-0 6-1-0 22-0-0 5-3-0 0-6-0 0-6-0 4-7-0 4-1-0 10-8-0 6-1-0 16-9-0 6-1-0 22-0-0 5-3-0 11-11-14-1-1212-3-14-1-1212-3-18.00 12 Plate Offsets (X,Y)-- [2:0-7-4,0-2-4], [3:0-6-4,0-2-4], [5:0-6-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.86 0.34 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.02 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x6 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-7,5-9,5-8,6-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-7-8 max.): 2-3, 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-11, 4-11, 1-12 REACTIONS.(lb/size)7=868/0-3-8, 12=868/0-3-8 Max Horz 12=-345(LC 8) Max Uplift 7=-64(LC 13), 12=-101(LC 8) Max Grav 7=868(LC 1), 12=929(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-597/235, 2-3=-351/191, 3-4=-485/184, 4-5=-858/147, 5-6=-943/147, 6-7=-816/122, 1-12=-818/181 BOT CHORD 11-12=-201/270, 9-11=-24/685, 8-9=-77/922 WEBS 2-11=-114/864, 4-11=-649/166, 4-9=0/390, 5-9=-343/98, 5-8=-565/135, 6-8=-117/1136 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 7 except (jt=lb) 12=101. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T06 Truss Type GABLE Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454374 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:38 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-1fn9j2cl53q1VqvM27TohuJ66AxCWxqx1KSU2SypYkV Scale = 1:62.7 Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 4x4 3x5 3x5 3x5 3x5 3x5 5x9 29-9-8 29-9-8 12-6-6 12-6-6 29-9-8 17-3-2 1-7-1210-0-08.00 12 Plate Offsets (X,Y)-- [11:0-2-8,0-1-13], [22:0-4-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.38 0.21 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 25 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 612 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 24-25: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 7-42,6-43,5-44,4-45,3-46,2-47: 2x4 SPF Stud 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.): 11-24. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 24-25, 22-27, 21-28, 20-29, 19-30, 18-31, 17-32, 16-33, 15-34, 14-35, 13-36, 12-38, 10-39, 9-40, 23-26 REACTIONS.All bearings 29-9-8. (lb) - Max Horz 48=285(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 25, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46, 26 except 48=-254(LC 10), 47=-369(LC 9) Max Grav All reactions 250 lb or less at joint(s) 25, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46, 26 except 48=433(LC 9), 47=318(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-48=-263/155, 1-2=-313/203 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46, 26 except (jt=lb) 48=254, 47=369. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454375 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:39 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-VrLXxOdNrMyu7_UYcq_1D6sFka8mFFS4G_B1buypYkU Scale = 1:59.4 1 2 3 4 5 6 7 13 12 11 10 9 814151617 4x6 5x9 4x4 4x8 3x7 6-4-15 6-4-15 12-6-6 6-1-7 21-1-15 8-7-9 30-1-0 8-11-1 6-4-15 6-4-15 12-6-6 6-1-7 18-3-7 5-9-1 24-0-7 5-9-1 30-1-0 6-0-9 1-7-1210-0-00-3-810-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-6-12,0-2-0], [7:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.45 0.83 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.43 0.04 (loc) 8-9 8-9 8 l/defl >999 >837 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 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* 2-12,1-13,1-12: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-9-13 max.): 3-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-8, 2-11, 4-11, 4-9, 5-8 REACTIONS.(lb/size)13=1192/0-3-8, 8=1192/0-3-8 Max Horz 13=285(LC 11) Max Uplift 13=-57(LC 12), 8=-160(LC 9) Max Grav 13=1192(LC 1), 8=1259(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1418/189, 2-3=-1212/235, 3-4=-918/237, 4-5=-830/209, 1-13=-1126/163 BOT CHORD 12-13=-273/267, 11-12=-222/1123, 9-11=-190/916, 8-9=-152/626 WEBS 2-11=-295/154, 3-11=-6/351, 4-9=-406/132, 5-9=-22/720, 5-8=-1173/182, 1-12=-48/990 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x5 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 13 except (jt=lb) 8=160. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T08 Truss Type Roof Special Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454376 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:40 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-z2vw8kd?cg4ll83kAYVGmJPMczUo_iyEVexb7KypYkT Scale = 1:79.2 1 2 3 4 5 10 9 8 7 61112 4x6 4x8 5x9 3x5 4x8 3x6 4x8 1.5x4 3x5 3x7 8-7-12 8-7-12 14-9-0 6-1-4 22-0-0 7-3-0 2-6-8 2-6-8 8-7-12 6-1-4 14-9-0 6-1-4 22-0-0 7-3-0 11-11-15-5-1213-7-75-5-128.00 12 Plate Offsets (X,Y)-- [4:0-6-12,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.76 0.71 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.55 0.01 (loc) 8-10 8-10 6 l/defl >884 >477 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 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* 5-6,4-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-2 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-8, 3-8, 1-10, 2-10 REACTIONS.(lb/size)6=868/0-3-8, 10=868/0-3-8 Max Horz 10=-370(LC 8) Max Uplift 6=-69(LC 13), 10=-113(LC 13) Max Grav 6=868(LC 1), 10=990(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-249/259, 2-3=-755/309, 3-4=-776/157, 4-5=-862/154, 5-6=-795/138 BOT CHORD 8-10=-155/280, 7-8=-79/849 WEBS 2-8=-254/989, 3-8=-415/236, 4-8=-431/112, 4-7=-489/144, 5-7=-101/1012, 2-10=-842/197 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 6 except (jt=lb) 10=113. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T09 Truss Type Roof Special Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454377 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:41 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RESIM4edN_CcMHexjF0VIWxZJNqoj5jNjIg8fmypYkS Scale = 1:80.2 1 2 3 4 5 6 11 10 9 8 7121314 4x6 4x8 4x8 3x5 3x6 4x8 3x5 4x8 1.5x4 3x5 3x5 7-7-12 7-7-12 12-9-0 5-1-4 22-0-0 9-3-0 2-6-8 2-6-8 7-7-12 5-1-4 12-9-0 5-1-4 17-2-12 4-5-12 22-0-0 4-9-4 11-11-16-9-1213-7-76-9-128.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.64 0.73 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.60 0.02 (loc) 7-8 7-8 7 l/defl >938 >432 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 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* 6-7,4-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-9, 3-9, 4-9, 1-11, 2-11 REACTIONS.(lb/size)7=868/0-3-8, 11=868/0-3-8 Max Horz 11=-368(LC 8) Max Uplift 7=-84(LC 13), 11=-98(LC 13) Max Grav 7=882(LC 19), 11=982(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/263, 2-3=-681/298, 3-4=-692/168, 4-5=-780/153 BOT CHORD 9-11=-173/280, 8-9=-80/811, 7-8=-99/508 WEBS 2-9=-254/946, 3-9=-352/205, 4-9=-459/103, 5-8=-2/532, 5-7=-807/120, 2-11=-840/185 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 7, 11. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T10 Truss Type Roof Special Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454378 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:42 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-vQ0gZQfF8HKT_RD7HzXkrkUhOnDKSewWyyQiBDypYkR Scale = 1:81.9 1 2 3 4 5 6 12 11 10 9 8 713141516 6x8 4x4 3x5 5x12 MT18HS 3x7 4x8 3x5 3x5 4x4 1.5x4 4x8 3x6 2-6-8 2-6-8 10-9-0 8-2-8 16-2-12 5-5-12 22-0-0 5-9-4 2-6-8 2-6-8 6-7-12 4-1-4 10-9-0 4-1-4 16-2-12 5-5-12 22-0-0 5-9-4 11-11-18-1-1213-7-78-1-128.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.81 0.52 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.33 0.01 (loc) 9-11 9-11 7 l/defl >999 >784 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 197/144 197/144 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 end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-7, 2-11, 3-11, 4-8, 1-12 REACTIONS.(lb/size)7=868/0-3-8, 12=868/0-3-8 Max Horz 12=-367(LC 8) Max Uplift 7=-115(LC 9), 12=-80(LC 13) Max Grav 7=943(LC 23), 12=959(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-354/253, 2-3=-357/197, 3-4=-900/242, 4-5=-507/160, 5-6=-507/160, 6-7=-823/149, 1-12=-991/190 BOT CHORD 11-12=-280/294, 9-11=-148/519, 8-9=-129/764 WEBS 2-11=-246/275, 3-11=-684/212, 3-9=-133/759, 4-9=-476/221, 4-8=-376/21, 5-8=-381/153, 6-8=-115/886, 1-11=-74/894 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 12 except (jt=lb) 7=115. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T11 Truss Type Roof Special Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454379 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:43 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-Nda2nlgtvbSKcboJrg3zOx1vJBXtB2JgBc9FkfypYkQ Scale = 1:79.2 1 2 3 4 5 10 9 8 7 611121314 4x6 5x9 4x8 3x5 3x7 4x8 3x6 5x9 1.5x4 4x8 8-9-0 8-9-0 15-2-12 6-5-12 22-0-0 6-9-4 2-6-8 2-6-8 8-9-0 6-2-8 15-2-12 6-5-12 22-0-0 6-9-4 11-11-19-5-1213-7-79-5-128.00 12 Plate Offsets (X,Y)-- [3:0-4-0,Edge], [5:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.60 0.69 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.51 0.02 (loc) 8-10 8-10 6 l/defl >937 >509 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 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 end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6, 2-8, 3-8, 4-8, 4-6, 1-10, 2-10 REACTIONS.(lb/size)6=868/0-3-8, 10=868/0-3-8 Max Horz 10=-365(LC 8) Max Uplift 6=-149(LC 9), 10=-65(LC 12) Max Grav 6=962(LC 23), 10=1002(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-241/256, 2-3=-818/295, 3-4=-632/178 BOT CHORD 8-10=-208/290, 7-8=-147/578, 6-7=-147/578 WEBS 2-8=-238/1001, 3-8=-702/295, 4-7=0/347, 4-6=-924/152, 2-10=-872/197 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 10 except (jt=lb) 6=149. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T12 Truss Type Common Qty 3 Ply 1 IGM 52 Job Reference (optional) I27454380 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:43 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-Nda2nlgtvbSKcboJrg3zOx1zmBcwBCXgBc9FkfypYkQ Scale = 1:33.3 1 2 3 4 5 6 1.5x4 4x6 4x8 4x8 6-10-0 6-10-0 13-8-0 6-10-0 -1-0-0 1-0-0 6-10-0 6-10-0 13-8-0 6-10-0 14-8-0 1-0-0 0-7-125-2-70-7-128.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.38 0.37 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.02 (loc) 6-12 6-12 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=607/0-3-8, 4=607/0-3-8 Max Horz 2=-101(LC 10) Max Uplift 2=-52(LC 12), 4=-52(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-631/94, 3-4=-631/94 BOT CHORD 2-6=0/442, 4-6=0/442 WEBS 3-6=0/297 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 4. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T13 Truss Type Common Qty 7 Ply 1 IGM 52 Job Reference (optional) I27454381 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:44 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-sp8Q_5gWgvaBDlNWPNaCw9Z3QbyswfrpQGvoG5ypYkP Scale = 1:49.6 1 2 3 6 5 43x5 3x5 4x6 3x7 4x8 5x9 6-1-0 6-1-0 13-4-0 7-3-0 6-1-0 6-1-0 13-4-0 7-3-0 4-5-08-5-113-7-118.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.64 0.32 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF Stud *Except* 2-5,3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-5 REACTIONS.(lb/size)6=522/0-3-8, 4=522/0-3-8 Max Horz 6=-196(LC 8) Max Uplift 6=-32(LC 12), 4=-30(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-378/119, 2-3=-404/110, 1-6=-470/91, 3-4=-453/98 WEBS 1-5=-36/294 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 6, 4. 7) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T14 Truss Type Common Qty 6 Ply 1 IGM 52 Job Reference (optional) I27454382 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:45 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-K?ioBRh8RCi2rvxiy55RTM6IN_Luf_9zeweMoYypYkO Scale = 1:68.3 1 2 3 6 5 47 3x5 1.5x4 4x8 3x5 1.5x4 3x5 4-2-0 4-2-0 8-4-0 4-2-0 0-3-8 0-3-8 4-2-0 3-10-8 8-4-0 4-2-0 11-5-511-6-116-0-76-2-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.44 0.14 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.03 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 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 *Except* 1-6: 2x6 SPF 1650F 1.5E, 3-4,3-5: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-5, 1-6 REACTIONS.(lb/size)6=318/0-3-8, 4=318/0-3-8 Max Horz 6=-326(LC 8) Max Uplift 6=-220(LC 8), 4=-78(LC 9) Max Grav 6=500(LC 20), 4=440(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-308/237, 1-6=-422/238, 3-4=-413/97 BOT CHORD 5-6=-224/256 WEBS 1-5=-230/426, 2-5=-303/183, 3-5=-116/300 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 4 except (jt=lb) 6=220. 6) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T15 Truss Type Roof Special Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454383 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:45 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-K?ioBRh8RCi2rvxiy55RTM6KO_LTf1azeweMoYypYkO Scale = 1:68.3 1 2 3 7 6 5 4 3x5 4x6 1.5x4 1.5x4 4x8 1.5x4 3x5 4-5-8 4-5-8 8-4-0 3-10-8 0-3-8 0-3-8 0-5-8 0-2-0 4-5-8 4-0-0 8-4-0 3-10-8 11-5-511-6-116-0-75-2-51-0-08.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.31 0.17 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-7: 2x6 SPF 1650F 1.5E, 1-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-7 REACTIONS.(lb/size)7=318/0-3-8, 4=318/Mechanical Max Horz 7=-318(LC 10) Max Uplift 7=-219(LC 8), 4=-77(LC 9) Max Grav 7=436(LC 20), 4=428(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-300/224, 1-7=-357/185, 3-4=-389/100 BOT CHORD 2-5=-302/182 WEBS 3-5=-114/284, 1-5=-164/345 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 except (jt=lb) 7=219. 7) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T16 Truss Type Common Qty 7 Ply 1 IGM 52 Job Reference (optional) I27454384 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:46 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-oCGBPnimCWqvT3WuWocg?afO8OYJOUC6taOvK_ypYkN Scale = 1:68.0 1 2 3 4 5 6 7 11 10 9 815161718 3x5 4x4 3x5 3x5 3x5 3x5 1.5x4 3x5 4x8 3x5 4x8 8-4-1 8-4-1 16-8-0 8-3-15 24-8-8 8-0-8 5-9-1 5-9-1 11-2-8 5-5-8 16-8-0 5-5-8 20-6-8 3-10-8 24-8-8 4-2-0 0-5-511-6-116-2-55-10-28.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.76 0.64 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.29 0.03 (loc) 9-11 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 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* 2-11,7-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-9, 6-8 REACTIONS.(lb/size)7=980/Mechanical, 1=985/0-3-8 Max Horz 1=277(LC 11) Max Uplift 7=-69(LC 12), 1=-69(LC 12) Max Grav 7=1058(LC 19), 1=988(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1431/176, 2-4=-1278/200, 4-5=-725/198, 5-6=-682/206, 7-8=-15/972 BOT CHORD 1-11=-187/1274, 9-11=-83/932, 8-9=-52/431 WEBS 2-11=-287/161, 4-11=-39/508, 4-9=-594/194, 5-9=-121/474, 6-9=-31/373, 6-8=-938/58 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 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) 7, 1. 8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss T17 Truss Type Roof Special Qty 4 Ply 1 IGM 52 Job Reference (optional) I27454385 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:47 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-GOqZc7jOzqym5C554W7wYnBghotA7yRG6E7TtQypYkM Scale = 1:66.8 1 2 3 4 5 6 7 13 12 11 10 9 8 17 18 1.5x4 4x8 6x8 5x9 7-1-11 7-1-11 16-8-0 9-6-5 20-10-0 4-2-0 24-8-8 3-10-8 5-9-1 5-9-1 11-2-8 5-5-8 16-8-0 5-5-8 20-10-0 4-2-0 24-8-8 3-10-8 0-5-511-6-115-2-51-0-08.00 12 Plate Offsets (X,Y)-- [9:0-5-8,0-4-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-AS 0.26 0.73 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.57 0.03 (loc) 11-13 11-13 8 l/defl >999 >519 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 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* 2-13,9-11,7-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-11, 5-9, 6-8 REACTIONS.(lb/size)1=985/0-3-8, 8=980/Mechanical Max Horz 1=264(LC 9) Max Uplift 1=-69(LC 12), 8=-69(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1456/159, 2-4=-1372/221, 4-5=-699/197, 5-6=-609/235 BOT CHORD 1-13=-189/1284, 11-13=-100/899, 6-9=-21/410, 8-9=-40/471 WEBS 2-13=-283/169, 4-13=-66/608, 4-11=-589/201, 5-11=-71/578, 9-11=-4/614, 6-8=-976/42 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) All plates are 3x5 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8. 9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V01 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454386 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:47 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-GOqZc7jOzqym5C554W7wYnBd0o087?tG6E7TtQypYkM Scale = 1:41.1 1 2 3 4 7 6 53x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 10-2-8 10-2-8 0-0-46-9-118.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.49 0.16 0.10 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: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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 10-2-2. (lb) - Max Horz 1=189(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-106(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=448(LC 19), 7=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-281/164 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 1, 5, 7 except (jt=lb) 6=106. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V02 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454387 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:48 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-kaOxqTk0k74diMgHeDe95?krlCNvsSWPLut0PtypYkL Scale = 1:34.2 1 2 3 5 43x5 1.5x4 1.5x4 1.5x4 1.5x4 8-2-8 8-2-8 0-0-45-5-118.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.12 0.07 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: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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=111/8-2-2, 4=117/8-2-2, 5=379/8-2-2 Max Horz 1=149(LC 9) Max Uplift 1=-2(LC 8), 4=-27(LC 9), 5=-110(LC 12) Max Grav 1=132(LC 20), 4=129(LC 19), 5=387(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-292/177 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 4 except (jt=lb) 5=110. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V03 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454388 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:48 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-kaOxqTk0k74diMgHeDe95?ktuCNFsToPLut0PtypYkL Scale = 1:26.2 1 2 3 5 43x5 1.5x4 1.5x4 1.5x4 1.5x4 6-2-8 6-2-8 0-0-44-1-118.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.10 0.05 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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=5/6-2-2, 4=125/6-2-2, 5=317/6-2-2 Max Horz 1=110(LC 9) Max Uplift 1=-33(LC 10), 4=-22(LC 9), 5=-92(LC 12) Max Grav 1=58(LC 9), 4=135(LC 23), 5=324(LC 19) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 4, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V04 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454389 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:49 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-CnxJ1pkeVRCUKWFTBx9OdCH11cj2bwsYZYcZxJypYkK Scale = 1:16.9 1 2 3 3x5 1.5x4 1.5x4 4-2-8 4-2-8 0-0-42-9-118.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.13 0.00 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=143/4-2-2, 3=143/4-2-2 Max Horz 1=70(LC 9) Max Uplift 1=-5(LC 12), 3=-30(LC 12) Max Grav 1=143(LC 1), 3=151(LC 23) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V05 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454390 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:49 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-CnxJ1pkeVRCUKWFTBx9OdCH4gckhbwsYZYcZxJypYkK Scale = 1:10.2 1 2 3 3x5 1.5x4 1.5x4 2-2-8 2-2-8 0-0-41-5-118.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-SH 0.03 0.02 0.00 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=63/2-2-2, 3=63/2-2-2 Max Horz 1=31(LC 9) Max Uplift 1=-2(LC 12), 3=-13(LC 12) Max Grav 1=63(LC 1), 3=67(LC 19) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V06 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454391 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:50 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gzVhF9lHGlLLygqflehdAQpDJ?3TKN6ioCM7TlypYkJ Scale = 1:18.6 1 2 3 4 5 8 7 6 3x5 3x5 3x6 1.5x4 4x4 1.5x4 1.5x4 11-1-8 11-1-8 3-10-8 3-10-8 8-4-8 4-6-0 11-1-8 2-9-0 0-0-42-7-00-9-02-7-08.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-13], [4:0-2-0,0-2-3], [5:Edge,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.11 0.06 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: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-1-2. (lb) - Max Horz 1=49(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=279(LC 28), 8=360(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-262/98 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 1, 6, 7, 8. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V07 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454392 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:50 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gzVhF9lHGlLLygqflehdAQpD6?3KKNjioCM7TlypYkJ Scale = 1:16.7 1 2 3 4 5 3x5 3x5 3x5 1.5x4 4x4 8-2-10 8-2-10 8-3-0 0-0-6 3-10-8 3-10-8 4-4-8 0-6-0 8-3-0 3-10-8 0-0-42-7-00-0-42-7-08.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-13], [3:0-2-0,0-2-3] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.12 0.02 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: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=244/8-2-4, 4=237/8-2-4, 5=102/8-2-4 Max Horz 1=-45(LC 8) Max Uplift 1=-56(LC 12), 4=-47(LC 12) Max Grav 1=244(LC 1), 4=237(LC 1), 5=186(LC 5) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 1, 4. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V08 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454393 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:51 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-8934SUmv12TBZqPsJMCsidMQ7PQ73q4r1s5g0BypYkI Scale = 1:9.8 1 2 3 4 3x5 4x4 3x5 1.5x4 0-0-6 0-0-6 4-3-0 4-2-10 2-1-8 2-1-8 4-3-0 2-1-8 0-0-41-5-00-0-48.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.02 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=72/4-2-4, 3=72/4-2-4, 4=120/4-2-4 Max Horz 1=21(LC 11) Max Uplift 1=-12(LC 12), 3=-15(LC 13) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V09 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454394 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:52 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-dLdSfqnXoMb2B__2t3j5FrvX6pk3oFm?FWrEYeypYkH Scale = 1:49.4 1 2 3 4 5 8 7 693x5 3x5 3x5 3x5 1.5x4 1.5x4 1.5x4 1.5x4 13-6-8 13-6-8 12-0-8 12-0-8 13-6-8 1-6-0 0-0-48-0-58.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-1-13] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.17 0.18 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: 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 Stud 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. WEBS 1 Row at midpt 5-6 REACTIONS.All bearings 13-6-2. (lb) - Max Horz 1=228(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-129(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=449(LC 19), 8=467(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-314/187 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 1, 6, 7 except (jt=lb) 8=129. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V10 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454395 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:52 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-dLdSfqnXoMb2B__2t3j5FrvWUpkHoFb?FWrEYeypYkH Scale = 1:46.3 1 2 3 4 7 6 53x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-6-8 11-6-8 0-0-47-8-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.38 0.16 0.13 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: 44 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 Stud 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 11-6-2. (lb) - Max Horz 1=215(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-103(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=439(LC 19), 7=305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-275/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 1, 5, 7 except (jt=lb) 6=103. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V11 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454396 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:53 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-5YBqtAn9Ygjvp7ZEQmEKo2RfaD39XjF8UAan44ypYkG Scale = 1:40.0 1 2 3 5 463x5 1.5x4 1.5x4 1.5x4 1.5x4 9-6-8 9-6-8 0-0-46-4-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.18 0.10 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: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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=161/9-6-2, 4=100/9-6-2, 5=452/9-6-2 Max Horz 1=175(LC 9) Max Uplift 4=-30(LC 9), 5=-131(LC 12) Max Grav 1=175(LC 20), 4=164(LC 19), 5=511(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-349/206 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 4 except (jt=lb) 5=131. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V12 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454397 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:53 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-5YBqtAn9Ygjvp7ZEQmEKo2RiKD4LXku8UAan44ypYkG Scale = 1:31.3 1 2 3 5 43x5 1.5x4 1.5x4 1.5x4 1.5x4 7-6-8 7-6-8 0-0-45-0-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.25 0.10 0.06 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: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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=82/7-6-2, 4=122/7-6-2, 5=349/7-6-2 Max Horz 1=136(LC 9) Max Uplift 1=-7(LC 8), 4=-26(LC 9), 5=-101(LC 12) Max Grav 1=106(LC 20), 4=133(LC 23), 5=357(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-269/165 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 4 except (jt=lb) 5=101. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V13 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454398 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:54 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-ZklC4WonJzrmQH7R_UlZKG_qedOGGB5HjqKKcWypYkF Scale = 1:23.2 1 2 33x5 1.5x4 1.5x4 5-6-8 5-6-8 0-0-43-8-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.25 0.00 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=197/5-6-2, 3=197/5-6-2 Max Horz 1=97(LC 9) Max Uplift 1=-7(LC 12), 3=-41(LC 12) Max Grav 1=197(LC 1), 3=207(LC 19) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V14 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454399 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:54 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-ZklC4WonJzrmQH7R_UlZKG_uwdQwGB5HjqKKcWypYkF Scale = 1:14.7 1 2 3 3x5 1.5x4 1.5x4 3-6-8 3-6-8 0-0-42-4-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-SH 0.13 0.08 0.00 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 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=117/3-6-2, 3=117/3-6-2 Max Horz 1=57(LC 9) Max Uplift 1=-4(LC 12), 3=-24(LC 12) Max Grav 1=117(LC 1), 3=123(LC 23) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V15 Truss Type Valley Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454400 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:55 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-1wJaIspP4Hzd2RidYBGotTW0_0lg?cqRyU3u9zypYkE Scale = 1:57.1 Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x5 3x5 3x5 3x5 14-5-0 14-5-0 14-5-0 14-5-0 9-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.18 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 173 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 Stud *Except* 8-11: 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 9-10 REACTIONS.All bearings 14-5-0. (lb) - Max Horz 1=271(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 10, 1, 11, 12, 13, 14, 15, 16 Max Grav All reactions 250 lb or less at joint(s) 10, 1, 11, 12, 13, 14, 15, 16 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 1, 11, 12, 13, 14, 15, 16. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V16 Truss Type Valley Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454401 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:55 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-1wJaIspP4Hzd2RidYBGotTW1H0l7?czRyU3u9zypYkE Scale = 1:49.3 1 2 3 4 7 6 583x5 3x5 3x5 1.5x4 1.5x4 1.5x4 1.5x4 12-5-0 12-5-0 0-0-48-3-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.15 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: 48 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 Stud 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 12-4-10. (lb) - Max Horz 1=232(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-103(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=466(LC 19), 7=371(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-266/135, 2-7=-264/154 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 1, 5, 6 except (jt=lb) 7=103. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V17 Truss Type Valley Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454402 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:56 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-V7szVCq1rb5UgbHp6vo1Ph38NQ5Ek40aA7pRhPypYkD Scale = 1:41.9 1 2 3 4 7 6 53x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 10-5-0 10-5-0 0-0-46-11-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.52 0.16 0.10 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: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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 10-4-10. (lb) - Max Horz 1=193(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-106(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=448(LC 19), 7=261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-281/163 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 1, 5, 7 except (jt=lb) 6=106. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V18 Truss Type Valley Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454403 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:57 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-zJQLjYrgcuDLHls0fcJGyucNCqSwTXhkPnZ_DrypYkC Scale = 1:35.5 1 2 3 5 43x5 1.5x4 1.5x4 1.5x4 1.5x4 8-5-0 8-5-0 0-0-45-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.32 0.13 0.07 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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=119/8-4-10, 4=115/8-4-10, 5=389/8-4-10 Max Horz 1=153(LC 11) Max Uplift 4=-28(LC 9), 5=-113(LC 12) Max Grav 1=140(LC 20), 4=127(LC 19), 5=398(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-300/181 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 4 except (jt=lb) 5=113. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V19 Truss Type Valley Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454404 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:57 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-zJQLjYrgcuDLHls0fcJGyucPRqSMTY0kPnZ_DrypYkC Scale = 1:27.0 1 2 3 5 43x5 1.5x4 1.5x4 1.5x4 1.5x4 6-5-0 6-5-0 0-0-44-3-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.10 0.05 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: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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=20/6-4-10, 4=125/6-4-10, 5=318/6-4-10 Max Horz 1=114(LC 9) Max Uplift 1=-23(LC 10), 4=-23(LC 9), 5=-92(LC 12) Max Grav 1=59(LC 9), 4=135(LC 19), 5=325(LC 19) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 4, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V20 Truss Type Valley Qty 2 Ply 1 IGM 52 Job Reference (optional) I27454405 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:57 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-zJQLjYrgcuDLHls0fcJGyucObqRfTYqkPnZ_DrypYkC Scale = 1:17.6 1 2 3 3x5 1.5x4 1.5x4 4-5-0 4-5-0 0-0-42-11-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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 0.23 0.14 0.00 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=152/4-4-10, 3=152/4-4-10 Max Horz 1=75(LC 9) Max Uplift 1=-6(LC 12), 3=-32(LC 12) Max Grav 1=152(LC 1), 3=160(LC 23) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 Job 1600333 Truss V21 Truss Type Valley Qty 1 Ply 1 IGM 52 Job Reference (optional) I27454406 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:58 2016 Page 1 84 Lumber0783, Franklin, Indiana ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RV_jwurINCLCvvRCDKqVV68cEEphC?4teRIYlHypYkB Scale = 1:10.9 1 2 3 3x5 1.5x4 1.5x4 2-5-0 2-5-0 0-0-41-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 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-SH 0.05 0.03 0.00 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=72/2-4-10, 3=72/2-4-10 Max Horz 1=35(LC 9) Max Uplift 1=-3(LC 12), 3=-15(LC 12) Max Grav 1=72(LC 1), 3=75(LC 19) 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=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ 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 Componentavailable 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. August 10,2016 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS 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 CHORDSBEARINGLATERAL 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.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 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"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. 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 InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekﬁ All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge 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 CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.