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HomeMy WebLinkAboutRiviera_3500 A Sealed Truss Engineering 170041116023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. June 15,2020 Liu, Xuegang Pages or sheets covered by this seal: I41645091 thru I41645119 My license renewal date for the state of Indiana is July 31, 2020. 1700411 RIVIERA/3500 A IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss A Truss Type Common Qty 3 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645091 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:26 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-_LTXIvHtp5jjY_mZJw8AHDyvvwprMFz_jeS715z702N Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 3x6 5x6 3x6 3x8 4x6 3x4 2x4 3x4 3x8 3x4 3x4 4x6 4x8 MT18HS 3x8 3x6 9-7-139-7-13 20-2-310-6-6 28-4-48-2-1 38-0-09-7-12 -0-11-4 0-11-4 6-11-2 6-11-2 13-6-11 6-7-8 20-2-3 6-7-8 26-0-5 5-10-2 31-10-6 5-10-2 38-0-0 6-1-10 38-11-4 0-11-4 0-5-712-2-121-10-07.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5], [10:0-4-1,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.76 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.68 0.12 (loc) 15-17 15-17 12 l/defl >999 >667 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 161 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 14-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,6-15,9-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-15, 9-12 with 2x4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-8(LC 7) Max Uplift 2=-121(LC 6), 12=-118(LC 6) Max Grav 2=1695(LC 12), 12=1694(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2714/182, 3-5=-2534/214, 5-6=-1716/232, 6-7=-1706/235, 7-9=-2057/204, 9-10=-259/114, 10-12=-321/126 BOT CHORD 2-17=-61/2242, 15-17=0/1744, 13-15=0/1544, 12-13=-23/1629 WEBS 3-17=-398/153, 5-17=0/626, 5-15=-802/159, 6-15=-124/1250, 7-15=-547/132, 7-13=0/281, 9-12=-1983/67 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 2 and 118 lb uplift at joint 12. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss A1 Truss Type Common Qty 2 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645092 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:27 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-SX1vVFHVaPraA7LltdfPqRV4TK8z5iD7yIBgZXz702M Scale = 1:76.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 183x6 5x6 3x6 3x8 4x6 3x4 2x4 3x4 3x8 3x4 3x4 4x6 4x8 MT18HS 3x8 3x6 9-7-139-7-13 20-2-310-6-6 28-4-48-2-1 38-0-09-7-12 6-11-2 6-11-2 13-6-11 6-7-8 20-2-3 6-7-8 26-0-5 5-10-2 31-10-6 5-10-2 38-0-0 6-1-10 38-11-4 0-11-4 0-5-712-2-121-10-07.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-5], [9:0-4-1,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.77 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.67 0.12 (loc) 14-16 14-16 11 l/defl >999 >680 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 160 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 13-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,5-14,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 8-11 with 2x4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS. (size)1=0-3-8, 11=0-3-8 Max Horz 1=-19(LC 6) Max Uplift 1=-86(LC 6), 11=-118(LC 6) Max Grav 1=1656(LC 12), 11=1695(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2718/187, 2-4=-2538/218, 4-5=-1717/233, 5-6=-1707/237, 6-8=-2058/205, 8-9=-259/114, 9-11=-321/126 BOT CHORD 1-16=-67/2248, 14-16=0/1745, 12-14=0/1545, 11-12=-24/1629 WEBS 2-16=-405/159, 4-16=0/631, 4-14=-802/160, 5-14=-125/1250, 6-14=-546/132, 6-12=0/281, 8-11=-1983/68 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 1 and 118 lb uplift at joint 11. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss A2 Truss Type Common Qty 2 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645093 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:27 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-SX1vVFHVaPraA7LltdfPqRV4fK945iD7yIBgZXz702M Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 3x6 5x6 3x6 3x8 4x6 3x4 2x4 3x4 3x8 3x4 3x4 4x6 4x8 MT18HS 3x8 3x6 9-7-139-7-13 20-2-310-6-6 28-4-48-2-1 38-0-09-7-12 -0-11-4 0-11-4 6-11-2 6-11-2 13-6-11 6-7-8 20-2-3 6-7-8 26-0-5 5-10-2 31-10-6 5-10-2 38-0-0 6-1-10 38-11-4 0-11-4 0-5-712-2-121-10-07.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5], [10:0-4-1,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.76 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.68 0.12 (loc) 15-17 15-17 12 l/defl >999 >667 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 161 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 14-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,6-15,9-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-15, 9-12 with 2x4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-8(LC 7) Max Uplift 2=-121(LC 6), 12=-118(LC 6) Max Grav 2=1695(LC 12), 12=1694(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2714/182, 3-5=-2534/214, 5-6=-1716/232, 6-7=-1706/235, 7-9=-2057/204, 9-10=-259/114, 10-12=-321/126 BOT CHORD 2-17=-61/2242, 15-17=0/1744, 13-15=0/1544, 12-13=-23/1629 WEBS 3-17=-398/153, 5-17=0/626, 5-15=-802/159, 6-15=-124/1250, 7-15=-547/132, 7-13=0/281, 9-12=-1983/67 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 2 and 118 lb uplift at joint 12. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss A3 Truss Type Common Qty 2 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645094 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:28 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-wkbHjbI7LjzRnHwyRKBeMe1F7kU2q9RHAyxE5zz702L Scale = 1:76.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 183x6 5x6 3x6 3x8 4x6 3x4 2x4 3x4 3x8 3x4 3x4 4x6 4x8 MT18HS 3x8 3x6 9-7-139-7-13 20-2-310-6-6 28-4-48-2-1 38-0-09-7-12 6-11-2 6-11-2 13-6-11 6-7-8 20-2-3 6-7-8 26-0-5 5-10-2 31-10-6 5-10-2 38-0-0 6-1-10 38-11-4 0-11-4 0-5-712-2-121-10-07.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-5], [9:0-4-1,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.78 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.67 0.12 (loc) 14-16 14-16 11 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 160 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 13-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,5-14,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 8-11 with 2x4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS. (size)1=Mechanical, 11=0-3-8 Max Horz 1=-19(LC 6) Max Uplift 1=-86(LC 6), 11=-119(LC 6) Max Grav 1=1660(LC 12), 11=1698(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2743/188, 2-4=-2560/219, 4-5=-1723/233, 5-6=-1713/237, 6-8=-2064/205, 8-9=-259/114, 9-11=-321/126 BOT CHORD 1-16=-69/2276, 14-16=0/1756, 12-14=0/1550, 11-12=-24/1634 WEBS 2-16=-422/160, 4-16=-1/648, 4-14=-811/160, 5-14=-125/1256, 6-14=-546/132, 6-12=0/280, 8-11=-1989/68 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 1 and 119 lb uplift at joint 11. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss A4G Truss Type Common Structural Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645095 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:29 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-Ow8fwwJm505IPRV8_2itvsaQC7nuZcfQPcgndQz702K Scale = 1:76.9 Sheet Front Right Option 1-2-11 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 12 42 43 13 3x6 5x6 5x9 3x8 4x6 3x4 3x4 3x8 3x4 3x4 4x6 3x6 3x6 3x6 9-7-13 9-7-13 20-2-3 10-6-6 28-4-4 8-2-1 36-0-0 7-7-12 36-9-5 0-9-5 38-0-0 1-2-11 -0-11-4 0-11-4 6-11-2 6-11-2 13-6-11 6-7-8 18-0-0 4-5-5 20-2-3 2-2-3 26-0-5 5-10-2 31-10-6 5-10-2 38-0-0 6-1-10 38-11-4 0-11-4 0-5-712-2-121-10-07.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5], [8:0-4-4,0-3-4], [8:0-0-0,0-1-12], [10:0-3-0,0-1-4], [33:0-1-7,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 1.00 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.66 0.13 (loc) 16-18 16-18 12 l/defl >999 >653 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,6-16,9-12: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 9-12 with 2x4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS. (size)2=0-3-8, 12=2-3-8, 13=0-3-8 Max Horz 2=-8(LC 7) Max Uplift 2=-125(LC 6), 12=-190(LC 6) Max Grav 2=1686(LC 12), 12=1545(LC 12), 13=285(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2697/191, 3-5=-2516/223, 5-6=-1701/239, 6-7=-1691/243, 7-9=-2008/228, 10-12=-287/142 BOT CHORD 2-18=-68/2228, 16-18=0/1730, 14-16=0/1513, 13-14=-44/1586, 12-13=-44/1586 WEBS 3-18=-401/152, 5-18=0/624, 5-16=-800/160, 6-16=-132/1235, 7-16=-515/148, 9-12=-1998/60 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 2 and 190 lb uplift at joint 12. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss AG Truss Type Common Structural Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645096 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:30 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-s6i27GKOsKD91b4KYlD6S36byX77I3vZeGQKAsz702J Scale = 1:76.9 Sheet Front Right Option 1-2-11 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 12 42 43 13 3x6 5x6 5x9 3x8 4x6 3x4 3x4 3x8 3x4 3x4 4x6 3x6 3x6 3x6 9-7-13 9-7-13 20-2-3 10-6-6 28-4-4 8-2-1 36-0-0 7-7-12 36-9-5 0-9-5 38-0-0 1-2-11 -0-11-4 0-11-4 6-11-2 6-11-2 13-6-11 6-7-8 18-0-0 4-5-5 20-2-3 2-2-3 26-0-5 5-10-2 31-10-6 5-10-2 38-0-0 6-1-10 38-11-4 0-11-4 0-5-712-2-121-10-07.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5], [8:0-4-4,0-3-4], [8:0-0-0,0-1-12], [10:0-3-0,0-1-4], [33:0-1-7,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 1.00 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.66 0.13 (loc) 16-18 16-18 12 l/defl >999 >653 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,6-16,9-12: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 9-12 with 2x4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS. (size)2=0-3-8, 12=2-3-8, 13=0-3-8 Max Horz 2=-8(LC 7) Max Uplift 2=-125(LC 6), 12=-190(LC 6) Max Grav 2=1686(LC 12), 12=1545(LC 12), 13=285(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2697/191, 3-5=-2516/223, 5-6=-1701/239, 6-7=-1691/243, 7-9=-2008/228, 10-12=-287/142 BOT CHORD 2-18=-68/2228, 16-18=0/1730, 14-16=0/1513, 13-14=-44/1586, 12-13=-44/1586 WEBS 3-18=-401/152, 5-18=0/624, 5-16=-800/160, 6-16=-132/1235, 7-16=-515/148, 9-12=-1998/60 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 2 and 190 lb uplift at joint 12. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss B Truss Type Common Qty 9 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645097 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:31 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-KJGQLcK0deL0elfX6TkL_HfpmxVf1XVjtw9uiIz702I Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 183x6 5x6 3x6 3x8 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 3x8 9-1-139-1-13 18-0-08-10-3 26-10-38-10-3 36-0-09-1-13 -0-11-4 0-11-4 6-2-7 6-2-7 12-1-3 5-10-13 18-0-0 5-10-13 23-10-13 5-10-13 29-9-9 5-10-13 36-0-0 6-2-7 36-11-4 0-11-4 0-5-710-11-70-5-77.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-1], [10:0-8-0,0-0-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.85 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.52 0.13 (loc) 10-12 10-12 10 l/defl >999 >819 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 with 2x4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Uplift 2=-115(LC 6), 10=-115(LC 6) Max Grav 2=1606(LC 12), 10=1606(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2566/175, 3-5=-2373/192, 5-6=-1703/214, 6-7=-1703/214, 7-9=-2373/192, 9-10=-2565/175 BOT CHORD 2-16=-63/2115, 14-16=0/1698, 12-14=0/1698, 10-12=-63/2115 WEBS 6-14=-111/1267, 7-14=-711/138, 7-12=0/512, 9-12=-352/135, 5-14=-711/138, 5-16=0/512, 3-16=-352/135 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 2 and 115 lb uplift at joint 10. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss B1 Truss Type Common Qty 4 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645098 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:32 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-oVqoYyLeOxUsGvEjgAFaXUCyNLqRm_cs5avRElz702H Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 3x6 5x6 3x6 3x8 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 3x8 9-1-139-1-13 18-0-08-10-3 26-10-38-10-3 36-0-09-1-13 6-2-7 6-2-7 12-1-3 5-10-13 18-0-0 5-10-13 23-10-13 5-10-13 29-9-9 5-10-13 36-0-0 6-2-7 36-11-4 0-11-4 0-5-710-11-70-5-77.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-1], [9:0-8-0,0-0-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.88 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.57 0.13 (loc) 1-15 1-15 9 l/defl >999 >758 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 with 2x4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS. (size)1=Mechanical, 9=0-3-8 Max Horz 1=-18(LC 6) Max Uplift 1=-81(LC 6), 9=-116(LC 6) Max Grav 1=1570(LC 12), 9=1610(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2596/182, 2-4=-2399/197, 4-5=-1711/215, 5-6=-1711/215, 6-8=-2381/193, 8-9=-2573/177 BOT CHORD 1-15=-72/2151, 13-15=0/1711, 11-13=0/1705, 9-11=-64/2122 WEBS 5-13=-112/1274, 6-13=-710/137, 6-11=0/512, 8-11=-352/135, 4-13=-721/139, 4-15=0/532, 2-15=-375/143 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 1 and 116 lb uplift at joint 9. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss B2G Truss Type Common Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645099 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:33 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-HhOAmIMG9Fcju2pvDump3ikIUlMLVXe0KEe?mBz702G Scale = 1:70.8 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 383736 35 34 33 32 31 30 55 563x6 5x6 3x6 3x6 3x6 3x6 3x6 36-0-036-0-0 -0-11-4 0-11-4 18-0-0 18-0-0 36-0-0 18-0-0 36-11-4 0-11-4 0-5-710-11-70-5-77.00 12 Plate Offsets (X,Y)-- [9:0-1-10,Edge], [21:0-1-10,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.07 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 29 29 28 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 206 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 15-42: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-42, 14-43, 13-44, 12-45, 16-41, 17-40, 18-39 with 2x4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS.All bearings 36-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 42, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30 Max Grav All reactions 250 lb or less at joint(s) 2, 42, 43, 44, 45, 46, 48, 49, 50, 51, 52, 53, 41, 40, 39, 38, 36, 35, 34, 33, 32, 31, 28 except 54=316(LC 12), 30=316(LC 12) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 42, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss BG Truss Type Common Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645100 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:35 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-D4WxB_OWhssR7MzILJpH97qe_Y2pzR8JnY75r3z702E Scale = 1:70.8 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 383736 35 34 33 32 31 30 55 563x6 5x6 3x6 3x6 3x6 3x6 3x6 36-0-036-0-0 -0-11-4 0-11-4 18-0-0 18-0-0 36-0-0 18-0-0 36-11-4 0-11-4 0-5-710-11-70-5-77.00 12 Plate Offsets (X,Y)-- [9:0-1-10,Edge], [21:0-1-10,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.07 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 29 29 28 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 206 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 15-42: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-42, 14-43, 13-44, 12-45, 16-41, 17-40, 18-39 with 2x4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS.All bearings 36-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 42, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30 Max Grav All reactions 250 lb or less at joint(s) 2, 42, 43, 44, 45, 46, 48, 49, 50, 51, 52, 53, 41, 40, 39, 38, 36, 35, 34, 33, 32, 31, 28 except 54=316(LC 12), 30=316(LC 12) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 42, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss C Truss Type Common Qty 3 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645101 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:36 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-hG4JOKO9SA_IlWXUv0KWhKMmAyDAisHS0CtfNWz702D Scale = 1:46.5 1 2 3 4 5 6 7 8 93x10 4x6 4x6 4x6 5x9 2x4 2x4 3x10 4x6 4x6 10-0-010-0-0 20-0-010-0-0 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 20-11-4 0-11-4 1-0-07-8-01-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-7-13,Edge], [9:0-4-8,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.83 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.50 0.03 (loc) 1-9 1-9 7 l/defl >999 >484 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 -x 3-2-13, Right 2x6 SPF No.2 -x 3-2-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 1=2(LC 4) Max Uplift 1=-45(LC 4), 7=-76(LC 4) Max Grav 1=877(LC 8), 7=912(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1096/116, 3-4=-880/110, 4-5=-880/110, 5-7=-1095/115 BOT CHORD 1-9=-18/783, 7-9=-15/781 WEBS 4-9=-30/565, 5-9=-270/129, 3-9=-272/132 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss C1 Truss Type Common Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645102 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:36 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-hG4JOKO9SA_IlWXUv0KWhKMmAyDAisHS0CtfNWz702D Scale = 1:46.5 1 2 3 4 5 6 7 8 93x10 4x6 4x6 4x6 5x9 2x4 2x4 3x10 4x6 4x6 10-0-010-0-0 20-0-010-0-0 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 20-11-4 0-11-4 1-0-07-8-01-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-7-13,Edge], [9:0-4-8,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.83 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.50 -0.03 (loc) 1-9 1-9 1 l/defl >999 >484 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 -x 3-2-13, Right 2x6 SPF No.2 -x 3-2-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 7=2(LC 4) Max Uplift 1=-45(LC 4), 7=-76(LC 4) Max Grav 1=877(LC 8), 7=912(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1096/116, 3-4=-880/110, 4-5=-880/110, 5-7=-1095/115 BOT CHORD 1-9=-15/784, 7-9=-13/782 WEBS 4-9=-30/565, 5-9=-270/129, 3-9=-272/132 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss CG Truss Type Common Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645103 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:37 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-9SdhbgPnDU69Ng6gSjrlEYv_AMlxRLjbFscCvyz702C Scale = 1:46.0 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x8 4x6 3x4 3x8 4x6 20-0-020-0-0 -0-11-4 0-11-4 10-0-0 10-0-0 20-0-0 10-0-0 20-11-4 0-11-4 1-0-07-8-01-0-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [18:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.03 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 18 18 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 104 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 -x 1-9-14, Right 2x6 SPF No.2 -x 1-9-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 2, 26, 27, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss D Truss Type Common Qty 7 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645104 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:38 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-dfB3p?QP_nE0_qht0RM_mlS7EmwpAnVlUWMlSOz702B Scale = 1:40.5 1 2 3 4 5 6 7 8 4x6 3x8 5x9 2x4 2x4 3x8 9-0-09-0-0 18-0-09-0-0 -0-11-4 0-11-4 4-7-0 4-7-0 9-0-0 4-5-0 13-5-0 4-5-0 18-0-0 4-7-0 18-11-4 0-11-4 0-6-66-6-60-6-68.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-1-0], [2:0-1-5,0-4-8], [2:0-3-8,Edge], [6:0-3-8,Edge], [6:0-1-5,0-4-8], [6:0-0-11,0-1-0], [8:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 0.69 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.03 (loc) 6-8 6-8 6 l/defl >999 >625 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2 , Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Uplift 2=-74(LC 4), 6=-74(LC 4) Max Grav 2=816(LC 8), 6=816(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1036/99, 3-4=-818/89, 4-5=-818/89, 5-6=-1036/99 BOT CHORD 2-8=-3/788, 6-8=-3/788 WEBS 4-8=-14/557, 5-8=-301/118, 3-8=-301/118 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss DG Truss Type Common Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645105 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:39 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-5rlR0LR1l5MtczG3a8tDJz_KY9QJvG_uiA5J_rz702A Scale = 1:41.7 Sheet Front Full Sheathing1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 2625 24 23 22 21 20 19 18 17 16 4x6 3x8 3x4 3x8 18-0-018-0-0 -0-11-4 0-11-4 9-0-0 9-0-0 18-0-0 9-0-0 18-11-4 0-11-4 0-6-66-6-60-6-68.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-1-0], [2:0-1-5,0-4-8], [2:0-3-8,Edge], [14:0-0-11,0-1-0], [14:0-1-5,0-4-8], [14:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.03 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 15 15 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 80 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2 , Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 24, 26, 27, 20, 19, 18, 17, 16, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 24, 26, 27, 20, 19, 18, 17, 16, 14 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 24, 26, 27, 20, 19, 18, 17, 16, 14. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss DGR Truss Type Common Girder Qty 1 Ply 3 RIVIERA/3500 A Job Reference (optional) I41645106 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:39 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-5rlR0LR1l5MtczG3a8tDJz_FO9BRv5xuiA5J_rz702A Scale = 1:42.8 1 2 3 4 5 6 7 11 10 9 81213141516 17 18 4x6 3x6 5x6 10x10 3x6 3x10 3x8 3x10 3x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 4-8-84-8-8 9-0-04-3-8 13-3-84-3-8 18-0-04-8-8 -0-11-4 0-11-4 4-8-8 4-8-8 9-0-0 4-3-8 13-3-8 4-3-8 18-0-0 4-8-8 18-11-4 0-11-4 0-6-66-6-60-6-68.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [6:0-8-0,0-0-11] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.41 0.98 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.06 (loc) 9-11 9-11 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 242 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 6-10: 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Grav 2=6716(LC 1), 6=6494(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9619/0, 3-4=-6518/0, 4-5=-6518/0, 5-6=-9425/0 BOT CHORD 2-11=0/7786, 9-11=0/7786, 8-9=0/7629, 6-8=0/7629 WEBS 4-9=0/6883, 5-9=-2841/0, 5-8=0/3310, 3-9=-3039/0, 3-11=0/3544 NOTES- 1) 3-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 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 3-11-4 from the left end to 5-11-4 to connect truss(es) to back face of bottom chord. 8) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-11-4 from the left end to 15-11-4 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 2-6=-20 Concentrated Loads (lb) Vert: 10=-1492(B) 12=-1489 13=-1492(B) 14=-1547 15=-1411(B) 16=-1411(B) 17=-1411(B) 18=-1411(B)June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss E Truss Type GABLE Qty 4 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645107 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:40 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-Z1JqEhRfWPUkE7rF8sOSsAXPzZjrejJ2xqrsWHz7029 Scale = 1:43.9 1 2 3 4 5 6 10 9 8 7 2x4 2x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 14-8-714-8-7 -1-0-0 1-0-0 14-8-7 14-8-7 3-11-133-8-18-6-150-4-10-4-10-4-113-6-83.75 12 7.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.42 0.20 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 -0.01 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 43 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-8-7. (lb) - Max Horz 10=265(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 10, 6 except 9=293(LC 12), 8=543(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 9-10=-261/138, 8-9=-259/138, 6-8=-265/130 WEBS 4-8=-415/144 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9, 8. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 6, 9, 8. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss EG Truss Type GABLE Qty 2 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645108 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:41 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-2EtCR1SHHicbrHQShZvhOO4Woz1qNApBAUaQ2jz7028 Scale = 1:37.8Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 3x4 3x4 3x4 14-8-714-8-7 -1-0-0 1-0-0 14-8-7 14-8-7 3-11-133-8-18-6-150-4-10-4-10-4-113-6-83.75 12 7.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.35 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-8-7. (lb) - Max Horz 16=265(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 15, 14, 13 except 12=-414(LC 9), 11=-129(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 15, 14, 13, 12 except 9=275(LC 9), 11=878(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 15-16=-260/125, 13-14=-250/119, 12-13=-256/102, 9-11=-268/127 WEBS 6-12=-80/291, 7-11=-651/217 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 9 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) 9, 15, 14, 13 except (jt=lb) 12=414, 11=129. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 16, 9, 15, 14, 13, 12, 11. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss F Truss Type MONO Qty 5 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645109 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:41 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-2EtCR1SHHicbrHQShZvhOO4X8z1XNBlBAUaQ2jz7028 Scale = 1:21.2 1 2 3 4 5 6 2x4 2x8 3x4 3x4 2x4 5-10-85-10-8 6-0-00-1-8 -0-11-4 0-11-4 5-10-8 5-10-8 6-0-0 0-1-8 0-9-33-3-35.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.59 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.00 (loc) 2-5 2-5 5 l/defl >997 >399 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x4 SPF Stud/No.3 -x 3-1-13 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. (size)2=0-3-8, 5=0-3-8 Max Horz 2=37(LC 6) Max Uplift 2=-92(LC 6), 5=-67(LC 6) Max Grav 2=300(LC 9), 5=252(LC 9) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss F1 Truss Type MONO Qty 4 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645110 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:42 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-WQRafNTv20kSTR?eFHRwxbcjXNN46e?LO7Kzb9z7027 Scale = 1:20.4 1 2 3 4 5 2x4 3x8 2x4 5-10-85-10-8 6-0-00-1-8 -0-11-4 0-11-4 5-10-8 5-10-8 6-0-0 0-1-8 0-7-33-1-35.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-0-2], [2:0-0-2,0-4-4], [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.55 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.00 (loc) 2-4 2-4 4 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x3 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. (size)2=0-3-8, 4=0-3-8 Max Horz 2=43(LC 6) Max Uplift 2=-98(LC 6), 4=-63(LC 6) Max Grav 2=305(LC 9), 4=244(LC 9) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss F2G Truss Type Monopitch Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645111 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:42 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-WQRafNTv20kSTR?eFHRwxbcqGNRO6eNLO7Kzb9z7027 Scale = 1:18.6 Sheet Back Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 8 7 6 9 2x4 2x4 3x8 2x4 2x4 2x4 2x4 -0-11-4 0-11-4 6-0-0 6-0-0 0-7-33-1-35.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-0-2], [2:0-0-2,0-4-4], [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-0-0. (lb) - Max Horz 2=43(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7 except 8=279(LC 12) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 8. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss FG Truss Type Monopitch Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645112 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:43 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-_c?ysjUYoKsJ5baqp_y9Tp9_nnndr4cUdn3W7cz7026 Scale = 1:19.4 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 9 8 7 10 2x4 2x4 2x8 3x4 2x4 2x4 2x4 2x4 -0-11-4 0-11-4 6-0-0 6-0-0 0-9-33-3-35.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 -x 1-9-12 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 6-0-0. (lb) - Max Horz 2=37(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8 except 9=268(LC 12) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 9. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss FGR Truss Type Monopitch Girder Qty 1 Ply 2 RIVIERA/3500 A Job Reference (optional) I41645113 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:43 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-_c?ysjUYoKsJ5baqp_y9Tp9z5njDr1uUdn3W7cz7026 Scale = 1:19.9 1 2 3 4 6 5 7 8 9 2x4 4x6 3x10 3x4 2x4 2-10-62-10-6 6-0-03-1-10 -0-11-4 0-11-4 2-10-6 2-10-6 6-0-0 3-1-10 0-9-33-3-35.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-0-2], [2:0-0-2,0-4-4], [2:0-5-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.35 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x3 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. (size)5=Mechanical, 2=0-3-8 Max Horz 2=40(LC 6) Max Uplift 5=-36(LC 6), 2=-70(LC 6) Max Grav 5=1036(LC 9), 2=1074(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1553/7 BOT CHORD 2-6=-6/1307, 5-6=-6/1307 WEBS 3-6=0/1255, 3-5=-1473/55 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss FGR Truss Type Monopitch Girder Qty 1 Ply 2 RIVIERA/3500 A Job Reference (optional) I41645113 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:43 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-_c?ysjUYoKsJ5baqp_y9Tp9z5njDr1uUdn3W7cz7026 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-779 9=-779 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss G Truss Type MONO Qty 6 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645114 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:44 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-SpYK43UAZd_9il90NhTO00i9fA5paXUdsRp4f2z7025 Scale = 1:14.2 1 2 3 4 5 2x4 3x8 2x4 3-10-83-10-8 4-0-00-1-8 -0-11-4 0-11-4 3-10-8 3-10-8 4-0-0 0-1-8 0-7-32-3-35.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-0-2], [2:0-0-2,0-4-4], [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-3-8 Max Horz 2=33(LC 6) Max Uplift 2=-84(LC 6), 4=-40(LC 6) Max Grav 2=224(LC 9), 4=146(LC 9) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss V1 Truss Type Valley Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645115 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:44 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-SpYK43UAZd_9il90NhTO00i95A7VaW2dsRp4f2z7025 Scale = 1:32.9 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 15-2-115-2-1 7-7-1 7-7-1 15-2-1 7-7-1 5-0-118.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.09 0.09 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: 43 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-2-1. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=397(LC 7), 6=397(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-314/122, 4-6=-314/122 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss V2 Truss Type Valley Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645116 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:45 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-w?6jHPVoKx60KujDwP_dYEEHwaQRJzIn55YdBUz7024 Scale = 1:24.9 1 2 3 43x4 4x6 3x4 2x4 11-8-111-8-1 5-10-0 5-10-0 11-8-1 5-10-1 3-10-118.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.35 0.24 0.09 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: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-8-1, 3=11-8-1, 4=11-8-1 Max Uplift 1=-34(LC 4), 3=-34(LC 4) Max Grav 1=246(LC 7), 3=246(LC 7), 4=454(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-287/59 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss V3 Truss Type Valley Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645117 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:46 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-OBg5UkWQ5FEty2IPU6Vs5RnUU_oi2RRwJlIBkxz7023 Scale = 1:18.8 1 2 3 4 2x4 4x6 2x4 2x4 8-2-18-2-1 4-1-1 4-1-1 8-2-1 4-1-1 2-8-118.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-2-1, 3=8-2-1, 4=8-2-1 Max Uplift 1=-35(LC 4), 3=-35(LC 4) Max Grav 1=184(LC 7), 3=184(LC 7), 4=272(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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss V4 Truss Type Valley Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645118 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:46 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-OBg5UkWQ5FEty2IPU6Vs5RnUv_mu2R_wJlIBkxz7023 Scale: 1"=1' 1 2 3 4 2x4 2x4 2x4 4-5-4 4-5-4 1-10-35.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.20 0.23 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: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-5-4, 3=4-5-4 Max Horz 1=22(LC 6) Max Uplift 1=-34(LC 6), 3=-43(LC 6) Max Grav 1=151(LC 11), 3=146(LC 8) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1700411 Truss V5 Truss Type Valley Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I41645119 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 13:37:47 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-sOETi4X2sYMkZCtb2q05efKhIO6lnuE4YP1kGNz7022 Scale = 1:10.5 1 2 3 2x4 3x4 2x4 4-8-14-8-1 2-4-0 2-4-0 4-8-1 2-4-1 1-6-118.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 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: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-8-1, 3=4-8-1 Max Uplift 1=-17(LC 4), 3=-17(LC 4) Max Grav 1=166(LC 7), 3=166(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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 15,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths