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HomeMy WebLinkAboutLegacy Ridge 60 truss detailsRe: 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. Fox, Steve Pages or sheets covered by this seal: I30950456 thru I30950484 My license renewal date for the state of Indiana is July 31, 2018. 1700411 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: RIVIERA/3500 A 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. September 5,2017 Job 1700411 Truss A Truss Type Common Qty 3 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950456 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-cSxkmQVLHLByyefKqpnW8yeZzBzEDShlj?16SIyi_ho Scale = 1:76.4 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 3x8 4x6 3x6 9-7-13 9-7-13 20-2-3 10-6-6 28-4-4 8-2-1 38-0-0 9-7-12 -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 - 7 12 - 2 - 1 2 1- 1 0 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5], [10:0-3-0,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-S 0.85 0.76 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.67 0.12 (loc) 15-17 15-17 12 l/defl >999 >671 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 0% GRIP 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 2x4 SPF No.2 *Except* 3-17,9-13,10-12,9-12: 2x4 SPF Stud/No.3 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1573/0-3-8, 12=1573/0-3-8 Max Horz 2=-8(LC 7) Max Uplift 2=-121(LC 6), 12=-119(LC 6) Max Grav 2=1693(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=-2711/182, 3-5=-2530/214, 5-6=-1712/232, 6-7=-1703/235, 7-9=-2045/204, 9-10=-306/117, 10-12=-354/130 BOT CHORD 2-17=-60/2239, 15-17=0/1742, 13-15=0/1539, 12-13=-21/1615 WEBS 3-17=-399/153, 5-17=0/627, 5-15=-802/159, 6-15=-124/1248, 7-15=-543/133, 7-13=0/273, 9-12=-1922/63 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=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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 121 lb uplift at joint 2 and 119 lb uplift at joint 12. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss A1 Truss Type Common Qty 2 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950457 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-4fV7zmWz2fJpZoEWOXJmhABjWbIMyvwvxfmg_kyi_hn Scale = 1:75.8 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 3x8 4x6 3x6 9-7-13 9-7-13 20-2-3 10-6-6 28-4-4 8-2-1 38-0-0 9-7-12 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 - 7 12 - 2 - 1 2 1- 1 0 - 0 7.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-5], [9:0-3-0,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-S 0.86 0.77 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.66 0.12 (loc) 14-16 14-16 11 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 0% GRIP 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 2x4 SPF No.2 *Except* 2-16,8-12,9-11,8-11: 2x4 SPF Stud/No.3 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1507/0-3-8, 11=1574/0-3-8 Max Horz 1=-20(LC 6) Max Uplift 1=-86(LC 6), 11=-120(LC 6) Max Grav 1=1654(LC 12), 11=1694(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2715/186, 2-4=-2534/218, 4-5=-1713/233, 5-6=-1704/236, 6-8=-2046/205, 8-9=-306/117, 9-11=-354/130 BOT CHORD 1-16=-66/2246, 14-16=0/1742, 12-14=0/1539, 11-12=-21/1615 WEBS 2-16=-405/159, 4-16=-0/631, 4-14=-802/160, 5-14=-125/1247, 6-14=-542/133, 6-12=0/273, 8-11=-1922/64 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=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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 86 lb uplift at joint 1 and 120 lb uplift at joint 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss A2 Truss Type Common Qty 2 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950458 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-Yr3VB6WbpySfBxojyEq?ENjuT?fihMB2AJWDXByi_hm Scale = 1:76.4 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 3x8 4x6 3x6 9-7-13 9-7-13 20-2-3 10-6-6 28-4-4 8-2-1 38-0-0 9-7-12 -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 - 7 12 - 2 - 1 2 1- 1 0 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5], [10:0-3-0,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-S 0.85 0.76 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.67 0.12 (loc) 15-17 15-17 12 l/defl >999 >671 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 0% GRIP 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 2x4 SPF No.2 *Except* 3-17,9-13,10-12,9-12: 2x4 SPF Stud/No.3 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1573/0-3-8, 12=1573/0-3-8 Max Horz 2=-8(LC 7) Max Uplift 2=-121(LC 6), 12=-119(LC 6) Max Grav 2=1693(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=-2711/182, 3-5=-2530/214, 5-6=-1712/232, 6-7=-1703/235, 7-9=-2045/204, 9-10=-306/117, 10-12=-354/130 BOT CHORD 2-17=-60/2239, 15-17=0/1742, 13-15=0/1539, 12-13=-21/1615 WEBS 3-17=-399/153, 5-17=0/627, 5-15=-802/159, 6-15=-124/1248, 7-15=-543/133, 7-13=0/273, 9-12=-1922/63 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=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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 121 lb uplift at joint 2 and 119 lb uplift at joint 12. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss A3 Truss Type Common Qty 2 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950459 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-01ctOSXDaGaWp5NvVyLEmbG3vO_hQpOBPyFm3dyi_hl Scale = 1:75.8 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 3x8 4x6 3x6 9-7-13 9-7-13 20-2-3 10-6-6 28-4-4 8-2-1 38-0-0 9-7-12 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 - 7 12 - 2 - 1 2 1- 1 0 - 0 7.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-5], [9:0-3-0,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-S 0.87 0.78 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.66 0.12 (loc) 14-16 14-16 11 l/defl >999 >686 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 0% GRIP 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 2x4 SPF No.2 *Except* 2-16,8-12,9-11,8-11: 2x4 SPF Stud/No.3 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1511/Mechanical, 11=1578/0-3-8 Max Horz 1=-20(LC 6) Max Uplift 1=-86(LC 6), 11=-120(LC 6) Max Grav 1=1658(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=-2740/188, 2-4=-2556/219, 4-5=-1719/233, 5-6=-1710/237, 6-8=-2052/205, 8-9=-307/117, 9-11=-354/130 BOT CHORD 1-16=-68/2274, 14-16=0/1753, 12-14=0/1544, 11-12=-22/1620 WEBS 2-16=-423/160, 4-16=-1/648, 4-14=-811/160, 5-14=-125/1253, 6-14=-542/133, 6-12=0/273, 8-11=-1928/64 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=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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 86 lb uplift at joint 1 and 120 lb uplift at joint 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss A4G Truss Type Common Structural Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950460 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-UDAFcoYrLaiNQFy53fsTJopE_oGV9EWLec?Kb3yi_hk Scale = 1:76.4 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 5x6 3x8 4x6 3x4 3x4 3x8 3x4 3x4 4x6 3x6 4x6 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 - 7 12 - 2 - 1 2 1- 1 0 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5], [8:0-2-0,0-3-4], [8:0-0-0,0-1-12], [10:0-3-0,Edge], [33:0-2-0,0-0-0] 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 0.85 1.00 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.66 0.13 (loc) 16-18 16-18 12 l/defl >999 >654 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,9-14,10-12,9-12: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 19-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins, 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1565/0-3-8, 12=1423/2-3-8, 13=159/0-3-8 Max Horz 2=-8(LC 7) Max Uplift 2=-125(LC 6), 12=-192(LC 6) Max Grav 2=1685(LC 12), 12=1541(LC 12), 13=290(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2694/190, 3-5=-2513/222, 5-6=-1697/239, 6-7=-1688/243, 7-9=-1997/227, 10-12=-315/149 BOT CHORD 2-18=-67/2225, 16-18=0/1727, 14-16=0/1508, 13-14=-42/1571, 12-13=-42/1571 WEBS 3-18=-401/153, 5-18=0/624, 5-16=-801/160, 6-16=-132/1232, 7-16=-512/148, 9-12=-1948/51 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=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 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 192 lb uplift at joint 12. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss AG Truss Type Common Structural Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950461 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-QcI01UZ5tBy5gZ6UB4uxODuaUcyzd80e5wURgyyi_hi Scale = 1:76.4 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 5x6 3x8 4x6 3x4 3x4 3x8 3x4 3x4 4x6 3x6 4x6 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 - 7 12 - 2 - 1 2 1- 1 0 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5], [8:0-2-0,0-3-4], [8:0-0-0,0-1-12], [10:0-3-0,Edge], [33:0-2-0,0-0-0] 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 0.85 1.00 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.66 0.13 (loc) 16-18 16-18 12 l/defl >999 >654 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,9-14,10-12,9-12: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 19-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins, 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1565/0-3-8, 12=1423/2-3-8, 13=159/0-3-8 Max Horz 2=-8(LC 7) Max Uplift 2=-125(LC 6), 12=-192(LC 6) Max Grav 2=1685(LC 12), 12=1541(LC 12), 13=290(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2694/190, 3-5=-2513/222, 5-6=-1697/239, 6-7=-1688/243, 7-9=-1997/227, 10-12=-315/149 BOT CHORD 2-18=-67/2225, 16-18=0/1727, 14-16=0/1508, 13-14=-42/1571, 12-13=-42/1571 WEBS 3-18=-401/153, 5-18=0/624, 5-16=-801/160, 6-16=-132/1232, 7-16=-512/148, 9-12=-1948/51 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=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 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 192 lb uplift at joint 12. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss B Truss Type Common Qty 9 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950462 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-QcI01UZ5tBy5gZ6UB4uxODuddc_GdFZe5wURgyyi_hi Scale = 1:68.0 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 9-1-13 9-1-13 18-0-0 8-10-3 26-10-3 8-10-3 36-0-0 9-1-13 -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 - 7 10 - 1 1 - 7 0- 5 - 7 7.00 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 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.52 0.13 (loc) 10-12 10-12 10 l/defl >999 >824 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 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 *Except* 6-14,7-14,5-14: 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1493/0-3-8, 10=1493/0-3-8 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=-2566/175 BOT CHORD 2-16=-63/2116, 14-16=0/1698, 12-14=0/1698, 10-12=-63/2116 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=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss B1 Truss Type Common Qty 4 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950463 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-vosOEqakeV4yHjhgknPAxRRmD0K2MiknKaD_COyi_hh Scale = 1:68.0 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 9-1-13 9-1-13 18-0-0 8-10-3 26-10-3 8-10-3 36-0-0 9-1-13 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 - 7 10 - 1 1 - 7 0- 5 - 7 7.00 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 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.56 0.13 (loc) 1-15 1-15 9 l/defl >999 >762 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 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 *Except* 5-13,6-13,4-13: 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1431/Mechanical, 9=1498/0-3-8 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=-2597/182, 2-4=-2399/197, 4-5=-1711/215, 5-6=-1711/215, 6-8=-2381/193, 8-9=-2574/177 BOT CHORD 1-15=-72/2152, 13-15=0/1712, 11-13=0/1705, 9-11=-64/2123 WEBS 5-13=-112/1275, 6-13=-711/137, 6-11=0/512, 8-11=-352/135, 4-13=-722/139, 4-15=0/533, 2-15=-374/143 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=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss B2G Truss Type Common Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950464 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-rB_8fVc_A6KgX0r3sCSe0sWH3pCDqf04nui5GHyi_hf Scale = 1:68.0 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 20 21 2223 24 25 26 27 28 29 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 55 563x6 5x6 3x6 3x6 3x6 3x6 3x6 36-0-0 36-0-0 -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 - 7 10 - 1 1 - 7 0- 5 - 7 7.00 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 0.11 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: 247 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 15-42,14-43,13-44,12-45,16-41,17-40,18-39: 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=317(LC 12), 30=317(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=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss BG Truss Type Common Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950465 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-JNXWsrdcxQSX9AQFQwztY33SoDYSZ6GD0YSepjyi_he Scale = 1:68.0 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 20 21 2223 24 25 26 27 28 29 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 55 563x6 5x6 3x6 3x6 3x6 3x6 3x6 36-0-0 36-0-0 -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 - 7 10 - 1 1 - 7 0- 5 - 7 7.00 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 0.11 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: 247 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 15-42,14-43,13-44,12-45,16-41,17-40,18-39: 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=317(LC 12), 30=317(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=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss C Truss Type Common Qty 3 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950466 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-na5v4BdEhjaOmK_RzdU65Hba?dioIXiNFCBBL9yi_hd Scale = 1:46.5 1 2 3 4 5 6 7 8 93x10 4x6 4x6 4x6 5x9 2x4 2x4 3x10 4x6 4x6 10-0-0 10-0-0 20-0-0 10-0-0 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 - 0 7- 8 - 0 1- 0 - 0 8.00 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 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.03 (loc) 1-9 1-9 7 l/defl >999 >485 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 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 2x6 SPF No.2 3-2-9, Right 2x6 SPF No.2 3-2-9 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=799/0-3-8, 7=858/0-3-8 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=-18/784, 7-9=-15/782 WEBS 4-9=-30/565, 5-9=-270/129, 3-9=-273/132 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=1.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss C1 Truss Type Common Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950467 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-FmfHHXesS1iFOUZeXL?LeU8ll1211_yWTsxltcyi_hc Scale = 1:46.5 1 2 3 4 5 6 7 8 93x10 4x6 4x6 4x6 5x9 2x4 2x4 3x10 4x6 4x6 10-0-0 10-0-0 20-0-0 10-0-0 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 - 0 7- 8 - 0 1- 0 - 0 8.00 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 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 -0.03 (loc) 1-9 1-9 1 l/defl >999 >485 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 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 2x6 SPF No.2 3-2-9, Right 2x6 SPF No.2 3-2-9 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=799/0-3-8, 7=858/0-3-8 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=-273/132 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=1.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss CG Truss Type Common Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950468 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-jyDfVtfUDLq60e8q52WaAihz8QaemSugiWgIP2yi_hb Scale = 1:47.0 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 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x6 20-0-0 20-0-0 -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 - 0 7- 8 - 0 1- 0 - 0 8.00 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-R 0.12 0.04 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 17 16 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 117 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 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 25, 28, 29, 30, 31, 32, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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=1.1 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 18, 25, 28, 29, 30, 31, 32, 23, 22, 21, 20, 19. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss D Truss Type Common Qty 7 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950469 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-jyDfVtfUDLq60e8q52WaAihx2QQRmRRgiWgIP2yi_hb Scale = 1:40.2 1 2 3 4 5 6 7 8 4x6 3x8 5x9 2x4 2x4 3x8 9-0-0 9-0-0 18-0-0 9-0-0 -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 - 6 6- 6 - 6 0- 6 - 6 8.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-1-0], [2:0-1-5,0-5-8], [2:0-3-8,Edge], [6:0-3-8,Edge], [6:0-1-5,0-5-8], [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 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.03 (loc) 6-8 6-8 6 l/defl >999 >627 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 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: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=773/0-3-8, 6=773/0-3-8 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=-14/558, 5-8=-302/118, 3-8=-302/118 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=1.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss DG Truss Type Common Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950470 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-B9n1iDg7_eyydnj0fl2pjvD8NqwxVwtpxAQsyUyi_ha Scale = 1:41.5 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 27 2625 24 23 22 21 20 19 18 17 16 4x6 3x4 3x8 3x6 3x4 3x8 18-0-0 18-0-0 -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 - 6 6- 6 - 6 0- 6 - 6 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [2:0-2-3,Edge], [14:0-0-0,0-0-13], [14:0-2-3,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 0.07 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: 94 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=1.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss DGR Truss Type Common Girder Qty 1 Ply 3 RIVIERA/3500 A Job Reference (optional) I30950471 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-8Xvo7vhNWGCgt5tPmA4HoKJPmeNazji6OUvy0Nyi_hY Scale = 1:43.7 1 2 3 4 5 6 7 11 10 9 81213141516 17 18 4x6 3x6 5x6 10x10 3x8 3x10 3x8 3x10 3x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 4-8-8 4-8-8 9-0-0 4-3-8 13-3-8 4-3-8 18-0-0 4-8-8 -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 - 6 6- 6 - 6 0- 6 - 6 8.00 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 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.06 (loc) 9-11 9-11 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 263 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 2x4 SPF Stud/No.3 *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=6711/0-3-8, 6=6492/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9626/0, 3-4=-6515/0, 4-5=-6515/0, 5-6=-9434/0 BOT CHORD 2-11=0/7793, 9-11=0/7793, 8-9=0/7637, 6-8=0/7637 WEBS 4-9=0/6887, 5-9=-2858/0, 5-8=0/3321, 3-9=-3054/0, 3-11=0/3552 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: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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=1.1 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, Single Ply Girder) 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, Single Ply Girder) 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. 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=-1491(B) 12=-1487 13=-1491(B) 14=-1545 15=-1411(B) 16=-1411(B) 17=-1411(B) 18=-1411(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss E Truss Type GABLE Qty 4 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950472 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-8Xvo7vhNWGCgt5tPmA4HoKJPYeZizq16OUvy0Nyi_hY Scale = 1:43.4 1 2 3 4 5 6 10 9 8 7 2x4 2x4 3x6 3x4 3x6 2x4 2x4 2x4 2x4 14-8-7 14-8-7 -1-0-0 1-0-0 14-8-7 14-8-7 3- 1 1 - 1 3 3- 8 - 1 8- 6 - 1 5 0- 4 - 1 0- 4 - 1 0- 4 - 1 1 3- 6 - 8 3.75 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 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.01 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 45 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 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=284(LC 12), 8=545(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 9-10=-260/139, 8-9=-258/141, 6-8=-264/133 WEBS 4-8=-416/144 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=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss EG Truss Type GABLE Qty 2 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950473 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-ckTAKFi?HZLXUFSbKubWLYrVM2shiGLFd8eWYpyi_hX 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 3x6 3x4 3x6 14-8-7 14-8-7 -1-0-0 1-0-0 14-8-7 14-8-7 3- 1 1 - 1 3 3- 8 - 1 8- 6 - 1 5 0- 4 - 1 0- 4 - 1 0- 4 - 1 1 3- 6 - 8 3.75 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 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 54 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 OTHERS 2x4 SPF Stud/No.3 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, Except: 10-0-0 oc bracing: 11-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-8-7. (lb) - Max Horz 16=265(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 9, 15, 14, 13 except 12=-423(LC 9), 11=-130(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 15, 14, 13, 12 except 9=274(LC 9), 11=883(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 15-16=-259/124, 12-13=-253/101, 9-11=-265/126 WEBS 6-12=-82/300, 7-11=-655/218 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=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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) 16, 9, 15, 14, 13 except (jt=lb) 12=423, 11=130. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss F Truss Type MONO Qty 5 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950474 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-4w0YYajd2tTO6P1nub6ltlOhTRCdRl_PsoO35Fyi_hW Scale = 1:21.6 1 2 3 4 5 6 2x4 2x8 3x4 3x4 2x4 5-10-8 5-10-8 6-0-0 0-1-8 -0-11-4 0-11-4 5-10-8 5-10-8 6-0-0 0-1-8 0- 9 - 3 3- 3 - 3 5.00 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 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=295/0-3-8, 5=230/0-3-8 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=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss F1 Truss Type MONO Qty 4 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950475 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-4w0YYajd2tTO6P1nub6ltlOi6RCxRl_PsoO35Fyi_hW Scale = 1:20.7 1 2 3 4 5 2x4 3x8 2x4 5-10-8 5-10-8 6-0-0 0-1-8 -0-11-4 0-11-4 5-10-8 5-10-8 6-0-0 0-1-8 0- 7 - 3 3- 1 - 3 5.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-0-2], [2:0-0-2,0-5-14], [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: 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=300/0-3-8, 4=222/0-3-8 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=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss F2G Truss Type Monopitch Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950476 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-Y6awlwkFpBbFkZc_RJd_Qzx_orcTACQY4S7ddiyi_hV Scale = 1:19.3 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 - 3 3- 1 - 3 5.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-0-2], [2:0-0-2,0-5-14], [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 0.10 0.07 0.05 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: 23 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 OTHERS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=280(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=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss FG Truss Type Monopitch Supported Gable Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950477 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-0I8IzGktaUj6LiAA?08DyAT9QFyivffiJ6tA98yi_hU Scale = 1:20.8 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 - 3 3- 3 - 3 5.00 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 0.11 0.07 0.05 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: 25 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 OTHERS 2x4 SPF Stud/No.3 SLIDER Left 2x4 SPF Stud/No.3 1-9-7 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=269(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=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss FGR Truss Type Monopitch Girder Qty 1 Ply 2 RIVIERA/3500 A Job Reference (optional) I30950478 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-0I8IzGktaUj6LiAA?08DyAT7kFugvb8iJ6tA98yi_hU Scale = 1:20.2 1 2 3 4 6 5 7 8 9 2x4 4x6 3x10 3x4 2x4 2-10-6 2-10-6 6-0-0 3-1-10 -0-11-4 0-11-4 2-10-6 2-10-6 6-0-0 3-1-10 0- 9 - 3 3- 3 - 3 5.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-0-2], [2:0-0-2,0-5-14], [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 0.22 0.33 0.28 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: 56 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=1018/Mechanical, 2=1061/0-3-8 Max Horz 2=40(LC 13) Max Uplift 5=-35(LC 6), 2=-70(LC 6) Max Grav 5=1040(LC 9), 2=1066(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1548/7 BOT CHORD 2-6=-5/1303, 5-6=-5/1303 WEBS 3-6=0/1260, 3-5=-1472/54 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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=1.1 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. 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 Concentrated Loads (lb) Vert: 8=-779 9=-779 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss G Truss Type MONO Qty 6 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950479 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-UVigAclWLorzzslMZkgSVN0J_fGre6krYmcjiayi_hT Scale = 1:14.2 1 2 3 4 5 2x4 3x8 2x4 3-10-8 3-10-8 4-0-0 0-1-8 -0-11-4 0-11-4 3-10-8 3-10-8 4-0-0 0-1-8 0- 7 - 3 2- 3 - 3 5.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-0-2], [2:0-0-2,0-5-14], [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 0.21 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: 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=223/0-3-8, 4=139/0-3-8 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=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss V1 Truss Type Valley Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950480 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-yhG3Nym866zqb0KZ7RBh2bYU93dhNYe_mQMHE0yi_hS Scale = 1:32.4 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 15-2-1 15-2-1 7-7-1 7-7-1 15-2-1 7-7-1 5- 0 - 1 1 8.00 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 0.17 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: 46 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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 except 7=256(LC 1), 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=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss V2 Truss Type Valley Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950481 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-yhG3Nym866zqb0KZ7RBh2bYNC3cUNYY_mQMHE0yi_hS Scale = 1:25.6 1 2 3 43x4 4x6 3x4 2x4 11-8-1 11-8-1 5-10-0 5-10-0 11-8-1 5-10-1 3- 1 0 - 1 1 8.00 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 0.61 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: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=210/11-8-1, 3=210/11-8-1, 4=437/11-8-1 Max Uplift 1=-31(LC 4), 3=-31(LC 4), 4=-4(LC 4) Max Grav 1=236(LC 7), 3=236(LC 7), 4=474(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-304/64 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=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss V3 Truss Type Valley Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950482 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-RtqRbInmtP5hCAvlg8iwao5b2S_o6?Z8?45qmTyi_hR Scale = 1:19.1 1 2 3 4 2x4 4x6 2x4 2x4 8-2-1 8-2-1 4-1-1 4-1-1 8-2-1 4-1-1 2- 8 - 1 1 8.00 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 0.41 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: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=155/8-2-1, 3=155/8-2-1, 4=266/8-2-1 Max Uplift 1=-33(LC 4), 3=-33(LC 4) Max Grav 1=179(LC 7), 3=179(LC 7), 4=284(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=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. September 5,2017 Job 1700411 Truss V4 Truss Type Valley Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950483 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-RtqRbInmtP5hCAvlg8iwao5cwSy36?E8?45qmTyi_hR Scale: 1"=1' 1 2 3 4 2x4 2x4 2x4 4-5-4 4-5-4 1- 1 0 - 3 5.00 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 0.35 0.22 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 WEBS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=143/4-5-4, 3=143/4-5-4 Max Horz 1=22(LC 6) Max Uplift 1=-34(LC 6), 3=-43(LC 6) Max Grav 1=149(LC 11), 3=144(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=1.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. September 5,2017 Job 1700411 Truss V5 Truss Type Valley Qty 1 Ply 1 RIVIERA/3500 A Job Reference (optional) I30950484 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:14:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-v4OpoenOdjDYqKUxEsD970erdsHqrSTHEkrNIvyi_hQ Scale = 1:10.5 1 2 3 2x4 3x6 2x4 4-8-1 4-8-1 2-4-0 2-4-0 4-8-1 2-4-1 1- 6 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=148/4-8-1, 3=148/4-8-1 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=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. September 5,2017 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .