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HomeMy WebLinkAboutRIVIERA A SEALED TRUSS ENGINEERING 19-010716023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. January 8,2019 Liu, Xuegang Pages or sheets covered by this seal: I35764427 thru I35764457 My license renewal date for the state of Indiana is July 31, 2020. RIVIERA_A 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: 19-0107 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss A Truss Type Common Qty 5 Ply 1 19-0107 Job Reference (optional) I35764427 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-?f0DvtWEUY_TNqJ4BcdZmQkon86IoQDJB0NNsbzxSA? Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 3x6 5x6 3x6 3x8 3x6 3x4 2x4 3x4 3x8 3x4 3x4 4x6 3x8 3x8 4x6 10-1-10 10-1-10 20-2-3 10-0-9 30-2-10 10-0-7 38-0-0 7-9-6 -0-11-4 0-11-4 7-1-15 7-1-15 14-1-9 6-11-9 20-2-3 6-0-10 26-2-13 6-0-10 32-3-6 6-0-10 38-0-0 5-8-10 38-11-4 0-11-4 0-5-712-2-121-10-07.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5] 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 0.80 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.66 0.12 (loc) 2-17 2-17 12 l/defl >999 >685 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, 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 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=-2696/189, 3-5=-2497/218, 5-6=-1710/234, 6-7=-1709/233, 7-9=-2072/212, 9-10=-251/124, 10-12=-313/130 BOT CHORD 2-17=-63/2227, 15-17=0/1698, 13-15=0/1540, 12-13=-12/1618 WEBS 3-17=-434/162, 5-17=-6/643, 5-15=-795/160, 6-15=-130/1270, 7-15=-526/149, 9-12=-1997/38 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 2 and 119 lb uplift at joint 12. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss A1 Truss Type COMMON Qty 4 Ply 1 19-0107 Job Reference (optional) I35764428 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-Trab6DXsFs6K?_uHkJ8oIeG?4YSZXtSTQg7xP1zxSA_ Scale = 1:73.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x6 5x6 3x6 3x8 3x6 3x4 2x4 3x4 3x8 3x4 3x4 4x6 3x8 3x8 4x6 10-1-10 10-1-10 20-2-3 10-0-9 30-2-10 10-0-7 38-0-0 7-9-6 7-1-15 7-1-15 14-1-9 6-11-9 20-2-3 6-0-10 26-2-13 6-0-10 32-3-6 6-0-10 38-0-0 5-8-10 38-11-4 0-11-4 0-5-712-2-121-10-07.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-5] 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 0.70 0.80 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.67 0.12 (loc) 1-16 1-16 11 l/defl >999 >671 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 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 3-2-5 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 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=-2700/193, 2-4=-2501/222, 4-5=-1711/235, 5-6=-1710/234, 6-8=-2073/213, 8-9=-251/124, 9-11=-313/130 BOT CHORD 1-16=-70/2233, 14-16=0/1698, 12-14=0/1541, 11-12=-12/1619 WEBS 2-16=-440/169, 4-16=-10/647, 4-14=-794/160, 5-14=-131/1270, 6-14=-525/149, 8-11=-1998/39 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 1 and 120 lb uplift at joint 11. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss AG Truss Type GABLE Qty 1 Ply 1 19-0107 Job Reference (optional) I35764429 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-QEiLXvZ6nTM2EI2fskAGN3MLZM70?nxmt_c1SwzxS9y Scale = 1:73.0 Sheet Back Right Option 1-2-11 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 41 42 3x6 5x6 5x6 3x8 3x6 3x4 3x4 3x8 3x4 3x4 4x6 4x6 3x8 3x8 4x6 4x9 10-1-10 10-1-10 20-2-3 10-0-9 30-2-10 10-0-7 36-9-5 6-6-11 38-0-0 1-2-11 7-1-15 7-1-15 14-1-9 6-11-9 18-0-0 3-10-7 20-2-3 2-2-3 26-2-13 6-0-10 32-3-6 6-0-10 38-0-0 5-8-10 38-11-4 0-11-4 0-5-712-2-121-10-07.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-5], [7:0-2-0,0-3-4], [7:0-0-0,0-1-12], [8:0-0-11,0-2-0], [23:0-1-8,0-1-0], [27:0-1-9,0-1-0], [34:0-2-0,0-0-0] 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 0.70 0.80 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.67 0.12 (loc) 1-16 1-16 11 l/defl >999 >671 n/a L/d 240 180 n/a PLATES MT20 Weight: 216 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 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 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=-2700/193, 2-4=-2501/222, 4-5=-1711/235, 5-6=-1710/234, 6-8=-2073/213, 8-9=-251/124, 9-11=-313/130 BOT CHORD 1-16=-70/2233, 14-16=0/1698, 12-14=0/1541, 11-12=-12/1619 WEBS 2-16=-440/169, 4-16=-10/647, 4-14=-794/160, 5-14=-131/1270, 6-14=-525/149, 8-11=-1998/39 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 1 and 120 lb uplift at joint 11. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss AG1 Truss Type GABLE Qty 1 Ply 1 19-0107 Job Reference (optional) I35764430 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-uQGjlFZkXnUvsRdsQShVwGuTmmTDkECv6eLb_MzxS9x Scale = 1:73.4 Sheet Front Right Option 1-2-11 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 42 43 3x6 5x6 5x6 3x8 3x6 3x4 3x4 3x8 3x4 3x4 4x6 4x6 3x8 3x8 4x6 4x9 10-1-10 10-1-10 20-2-3 10-0-9 30-2-10 10-0-7 36-9-5 6-6-11 38-0-0 1-2-11 -0-11-4 0-11-4 7-1-15 7-1-15 14-1-9 6-11-9 18-0-0 3-10-7 20-2-3 2-2-3 26-2-13 6-0-10 32-3-6 6-0-10 38-0-0 5-8-10 38-11-4 0-11-4 0-5-712-2-121-10-07.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5], [8:0-2-0,0-3-4], [8:0-0-0,0-1-12], [9:0-0-11,0-2-0], [24:0-1-8,0-1-0], [28:0-1-9,0-1-0], [35:0-2-0,0-0-0] 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 0.86 0.80 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.66 0.12 (loc) 2-17 2-17 12 l/defl >999 >685 n/a L/d 240 180 n/a PLATES MT20 Weight: 217 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, 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 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=-2696/189, 3-5=-2497/218, 5-6=-1710/234, 6-7=-1709/233, 7-9=-2072/212, 9-10=-251/124, 10-12=-313/130 BOT CHORD 2-17=-63/2227, 15-17=0/1698, 13-15=0/1540, 12-13=-12/1618 WEBS 3-17=-434/162, 5-17=-6/643, 5-15=-795/160, 6-15=-130/1270, 7-15=-526/149, 9-12=-1997/38 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 2 and 119 lb uplift at joint 12. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss B Truss Type Common Qty 9 Ply 1 19-0107 Job Reference (optional) I35764431 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-Mcq6ybaNI4cmTbC2z9CkTURhs9ohTmD3LI58XozxS9w Scale = 1:66.9 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 0-5-710-11-70-5-77.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-1], [10:0-8-0,0-0-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.85 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.52 0.13 (loc) 10-12 10-12 10 l/defl >999 >826 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 No.2 *Except* 9-12,3-16: 2x4 SPF Stud/No.3 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 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=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 2 and 115 lb uplift at joint 10. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss B1 Truss Type Common Qty 4 Ply 1 19-0107 Job Reference (optional) I35764432 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-qpOU9xb?3Okd5lnEXtjz?h_qUZ8TCDOCZyqh3FzxS9v Scale = 1:66.4 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 0-5-710-11-70-5-77.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-1], [9:0-8-0,0-0-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.88 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.56 0.13 (loc) 1-15 1-15 9 l/defl >999 >764 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 No.2 *Except* 8-11,2-15: 2x4 SPF Stud/No.3 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 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=0/1711, 11-13=0/1705, 9-11=-64/2123 WEBS 5-13=-112/1274, 6-13=-711/137, 6-11=0/512, 8-11=-352/135, 4-13=-722/139, 4-15=0/533, 2-15=-375/143 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 1 and 116 lb uplift at joint 9. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss BG Truss Type Common Supported Gable Qty 2 Ply 1 19-0107 Job Reference (optional) I35764433 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-I?ysNHcdqisTjvMR5aFCYvWAZzgPxjeLocaFbhzxS9u Scale = 1:68.0 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 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 0-5-710-11-70-5-77.00 12 Plate Offsets (X,Y)-- [9:0-1-10,Edge], [21:0-1-10,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.07 0.10 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* 15-42,14-43,13-44,12-45,11-46,16-41,17-40,18-39,19-38: 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 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=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 42, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss C Truss Type COMMON Qty 5 Ply 1 19-0107 Job Reference (optional) I35764434 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-mBVEadcFb?_KK3wdfImR463JWNrng8yV1GJo77zxS9t Scale = 1:45.7 1 2 3 4 5 6 7 89 10 4x6 3x10 4x6 4x6 5x9 2x4 2x4 3x10 4x6 4x6 10-0-0 10-0-0 20-0-0 10-0-0 -0-11-4 0-11-4 5-4-11 5-4-11 10-0-0 4-7-4 14-7-4 4-7-5 20-0-0 5-4-12 20-11-4 0-11-4 1-0-07-8-01-0-08.00 12 Plate Offsets (X,Y)-- [2:0-7-13,Edge], [8:0-7-13,Edge], [10:0-4-8,0-3-4] 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 0.24 0.83 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.03 (loc) 8-10 8-10 8 l/defl >999 >493 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 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* 5-10: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-4-6, Right 2x6 SPF No.2 3-4-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=856/0-3-8, 8=856/0-3-8 Max Uplift 2=-75(LC 4), 8=-75(LC 4) Max Grav 2=911(LC 8), 8=911(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1088/112, 4-5=-876/111, 5-6=-876/111, 6-8=-1087/112 BOT CHORD 2-10=-10/773, 8-10=-10/773 WEBS 5-10=-38/586, 6-10=-272/129, 4-10=-272/129 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss C1 Truss Type Common Qty 3 Ply 1 19-0107 Job Reference (optional) I35764435 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-EN3coydtMJ6ByDVpC?HgdKcRknANPUZeFw3MgazxS9s Scale = 1:46.0 1 2 3 4 5 6 7 9 8 2x8 4x6 5x9 4x6 2x4 3x6 3x10 4x6 4x6 9-8-8 9-8-8 19-8-8 10-0-0 5-1-4 5-1-4 9-8-8 4-7-4 14-3-12 4-7-5 19-8-8 5-4-12 20-7-12 0-11-4 1-2-57-8-01-0-08.00 12 Plate Offsets (X,Y)-- [6:0-7-13,Edge], [8:0-4-8,0-3-4] 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 0.40 0.80 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.03 (loc) 6-8 6-8 6 l/defl >999 >467 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 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* 3-8: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 3-4-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=781/Mechanical, 6=840/0-3-8 Max Horz 9=1(LC 5) Max Uplift 9=-44(LC 4), 6=-75(LC 4) Max Grav 9=858(LC 8), 6=893(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-293/62, 2-3=-851/112, 3-4=-845/111, 4-6=-1057/112, 1-9=-277/59 BOT CHORD 8-9=-10/723, 6-8=-10/750 WEBS 3-8=-39/566, 4-8=-279/129, 2-9=-760/52 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss CG Truss Type GABLE Qty 1 Ply 1 19-0107 Job Reference (optional) I35764436 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-iad??IeV7dE2aM4?miovAX8gLAgv83roUaovC0zxS9r Scale = 1:47.0 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 313234 33 35 3x10 4x6 3x10 3x6 2-6-020-0-0 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 1-0-07-8-01-0-08.00 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 0.15 0.14 0.13 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: 226 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 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 31, 34, 35 REACTIONS.All bearings 20-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 30, 18, 26, 27, 28, 29, 22, 21, 20, 19 except 25=279(LC 1), 23=279(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) 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) 26, 27, 28, 29, 22, 21, 20, 19. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss D Truss Type Common Qty 2 Ply 1 19-0107 Job Reference (optional) I35764437 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-iad??IeV7dE2aM4?miovAX8foAYO82boUaovC0zxS9r Scale = 1:39.6 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 0-6-66-6-60-6-68.00 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. 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=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss DG Truss Type Common Supported Gable Qty 1 Ply 1 19-0107 Job Reference (optional) I35764438 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-BmBNDef7uwMvBWfCKQJ8ilhs7a2utX1xjEYSkSzxS9q Scale = 1:40.8 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 4x6 3x4 3x8 5x6 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 0-6-66-6-60-6-68.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [2:0-2-3,Edge], [14:0-2-3,Edge], [14:0-0-0,0-0-13], [21:0-3-0,0-3-0] 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 0.08 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. REACTIONS.All bearings 18-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss DGR Truss Type COMMON GIRDER Qty 1 Ply 2 19-0107 Job Reference (optional) I35764439 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-fyllQ_gmfEUmpgEOu7qNFyEup_HXco75yuH0GuzxS9p Scale = 1:42.0 1 2 3 4 5 6 7 11 10 9 81213141516 17 18 4x6 4x9 6x12 MT18HS 10x10 4x9 4x16 4x9 4x16 4x9 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 0-6-66-6-60-6-68.00 12 Plate Offsets (X,Y)-- [2:0-1-2,0-1-11], [6:0-1-2,0-1-11], [9:0-5-0,0-6-4] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.66 0.45 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.05 (loc) 9-11 9-11 6 l/defl >999 >889 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 214 lb FT = 0% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=6674/0-3-8, 6=6465/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9460/0, 3-4=-6564/0, 4-5=-6564/0, 5-6=-9289/0 BOT CHORD 2-11=0/7706, 9-11=0/7706, 8-9=0/7564, 6-8=0/7564 WEBS 4-9=0/6935, 5-9=-2690/0, 5-8=0/3026, 3-9=-2867/0, 3-11=0/3228 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 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=1.10 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1411 lb down at 9-11-4, 1411 lb down at 11-11-4, and 1411 lb down at 13-11-4, and 1411 lb down at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 2-6=-20 Concentrated Loads (lb) Vert: 10=-1487 12=-1487 13=-1487 14=-1487 15=-1411(B) 16=-1411(B) 17=-1411(B) 18=-1411(B) January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss DT Truss Type Roof Special Qty 5 Ply 1 19-0107 Job Reference (optional) I35764440 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-79J7eKgOQYcdRqpaRrLcnAm7dOcOLJ5EAY1ZpLzxS9o Scale = 1:39.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 6x10 6x10 2x4 3x8 5x6 5x6 5x9 5x9 0-7-4 0-7-4 2-3-8 1-8-4 9-0-0 6-8-8 15-8-8 6-8-8 17-4-12 1-8-4 18-0-0 0-7-4 -0-11-4 0-11-4 2-3-8 2-3-8 5-7-12 3-4-4 9-0-0 3-4-4 12-4-4 3-4-4 15-8-8 3-4-4 18-0-0 2-3-8 18-11-4 0-11-4 0-6-66-6-60-6-61-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-5], [2:0-1-0,0-0-11], [3:0-2-8,0-3-0], [3:0-2-12,0-1-13], [7:0-2-12,0-1-13], [8:0-1-0,0-0-11], [8:0-5-8,0-1-5], [11:0-2-8,0-3-0] 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 0.40 0.54 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.31 0.19 (loc) 11-12 11-12 8 l/defl >999 >695 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 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* 3-14,7-10: 2x6 SP No.1 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=777/0-3-8, 8=777/0-3-8 Max Uplift 2=-69(LC 4), 8=-69(LC 4) Max Grav 2=825(LC 8), 8=825(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1504/58, 3-4=-2754/135, 4-5=-956/83, 5-6=-956/83, 6-7=-2754/135, 7-8=-1504/58 BOT CHORD 2-14=-8/632, 12-13=0/1048, 11-12=0/1048, 8-10=-8/632 WEBS 3-13=-763/80, 7-11=-763/80, 5-12=-30/816, 6-12=-502/105, 6-11=-46/1579, 4-12=-502/105, 4-13=-46/1579, 2-13=0/595, 8-11=0/595 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss E Truss Type Roof Special Qty 4 Ply 1 19-0107 Job Reference (optional) I35764441 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-bLtVrgh0BrkU2_On?YtrKNJB6ozs4tjNPCm7LnzxS9n Scale = 1:27.8 1 2 3 4 5 6 3x6 3x4 3x4 3x8 6x8 2x4 0-2-06-8-11 6-8-11 15-5-6 8-8-11 -0-11-4 0-11-4 15-5-6 15-5-6 0-7-05-0-74-11-153.50 12 7.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-7], [2:0-3-6,Edge], [6:0-4-0,0-1-11] 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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.46 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.04 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 41 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=248/15-5-6, 2=264/15-5-6, 6=692/15-5-6 Max Horz 2=154(LC 6) Max Uplift 5=-49(LC 6), 2=-35(LC 6), 6=-109(LC 6) Max Grav 5=319(LC 9), 2=264(LC 1), 6=758(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-575/209 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2 except (jt=lb) 6=109. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss EG Truss Type GABLE Qty 2 Ply 1 19-0107 Job Reference (optional) I35764442 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-bLtVrgh0BrkU2_On?YtrKNJGRo0v4tpNPCm7LnzxS9n Scale = 1:38.7Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 3x6 3x4 3x4 3x6 0-3-8 0-3-8 15-5-6 15-1-14 -0-11-4 0-11-4 0-3-8 0-3-8 15-5-6 15-1-14 4-0-08-9-73-5-03-5-02-8-73.50 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 0.53 0.27 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 60 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-18: 2x4 SPF Stud/No.3 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 12-13. REACTIONS.All bearings 15-5-6. (lb) - Max Horz 18=163(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 10, 17, 16, 15, 14 except 13=-310(LC 9), 12=-103(LC 6) Max Grav All reactions 250 lb or less at joint(s) 10, 18, 17, 16, 15, 14, 13 except 12=765(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-12=-576/177 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 17, 16, 15, 14 except (jt=lb) 13=310, 12=103. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 18, 17, 16, 15, 14, 13, 12. 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss F Truss Type MONO GABLE Qty 5 Ply 1 19-0107 Job Reference (optional) I35764443 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-3XQt20iey9tLg8zzZGO4sbsVgBMUpKBXesWgtDzxS9m Scale = 1:19.6 1 2 3 4 6 5 7 8 9 3x10 2x8 3x4 2x4 3x6 2-0-0 5-10-8 5-10-8 6-0-0 0-1-8 8-0-0 2-0-0 -0-11-4 0-11-4 6-0-0 6-0-0 0-9-33-3-30-3-81-3-83-3-35.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [4:0-6-8,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-R 0.31 0.25 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.01 (loc) 2-6 2-6 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 No.2 SLIDER Left 2x4 SPF Stud/No.3 2-11-15 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)2=290/0-3-8, 8=260/0-1-8 Max Horz 2=85(LC 6) Max Uplift 2=-81(LC 6), 8=-43(LC 6) Max Grav 2=296(LC 9), 8=278(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss F1 Truss Type MONO Qty 4 Ply 1 19-0107 Job Reference (optional) I35764444 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-Xk_GGMjGjT?CIHY97zvJPoOcdbg7YpOgsWFDPgzxS9l Scale = 1:19.7 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 0-7-33-1-35.00 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. 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=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss F1G Truss Type Monopitch Supported Gable Qty 1 Ply 1 19-0107 Job Reference (optional) I35764445 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-Xk_GGMjGjT?CIHY97zvJPoOjZbkRYpagsWFDPgzxS9l Scale = 1:19.0 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 8 7 6 9 2x4 2x4 3x8 2x4 2x4 2x4 2x4 -0-11-4 0-11-4 6-0-0 6-0-0 0-7-33-1-35.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-0-2], [2:0-0-2,0-5-14], [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. 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=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 8. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss FG Truss Type GABLE Qty 1 Ply 1 19-0107 Job Reference (optional) I35764446 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-?wYeTijuUm73vR6MghQYy0xtk?5JHGeq5A?ny6zxS9k Scale = 1:10.9 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 2x4 2x4 2x8 3x4 -0-11-4 0-11-4 2-0-0 2-0-0 0-9-31-7-35.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 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 1-7-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=60/2-0-0, 2=145/2-0-0 Max Horz 2=14(LC 6) Max Uplift 5=-16(LC 6), 2=-62(LC 6) Max Grav 5=63(LC 12), 2=155(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss FGR Truss Type Monopitch Girder Qty 1 Ply 2 19-0107 Job Reference (optional) I35764447 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-T660h1kWE4FwXbhYEOxnUDU_jPI10dszKqkKUYzxS9j Scale: 1/2"=1' 1 2 3 5 4 6 7 8 9 10 11 2x4 6x10 2x4 3x4 4x6 3x10 2x4 HUS26 HUS26 HUS26 5-0-0 5-0-0 8-0-0 3-0-0 8-4-0 0-4-0 5-0-0 5-0-0 8-0-0 3-0-0 0-9-34-1-31-0-05.00 12 Plate Offsets (X,Y)-- [1:0-0-1,0-0-2], [1:0-0-2,0-5-14], [1:0-5-8,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 0.38 0.64 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 1-5 1-5 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 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 *Except* 7-8: 2x6 SP No.1 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)6=1469/0-3-8, 1=1431/0-3-8 Max Horz 1=80(LC 12) Max Uplift 6=-39(LC 6), 1=-13(LC 6) Max Grav 6=1502(LC 8), 1=1439(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1853/3 BOT CHORD 1-5=-27/1615 WEBS 5-7=0/1259, 2-7=0/1259, 2-6=-1764/69, 5-6=-29/1751 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, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1. 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 2-0-12 from the left end to 6-0-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Continued on page 2 January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss FGR Truss Type Monopitch Girder Qty 1 Ply 2 19-0107 Job Reference (optional) I35764447 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:40 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-T660h1kWE4FwXbhYEOxnUDU_jPI10dszKqkKUYzxS9j LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-761(F) 10=-761(F) 11=-761(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss G Truss Type MONO Qty 6 Ply 1 19-0107 Job Reference (optional) I35764448 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-T660h1kWE4FwXbhYEOxnUDU1kPOp0juzKqkKUYzxS9j 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 0-7-32-3-35.00 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. 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=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss Q Truss Type Common Qty 6 Ply 1 19-0107 Job Reference (optional) I35764449 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-yJgOuNl9?ONn9lGko5S01R08lpfkl8?6ZUUt0?zxS9i Scale = 1:43.2 1 2 3 4 5 6 7 8 9 12 11 10 3x6 4x6 3x6 3x4 3x6 3x4 2x4 3x4 2x4 3x4 7-8-8 7-8-8 14-11-8 7-2-15 22-8-0 7-8-8 -0-11-4 0-11-4 5-10-13 5-10-13 11-4-0 5-5-3 16-9-3 5-5-3 22-8-0 5-10-13 23-7-4 0-11-4 0-4-56-11-100-4-57.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-0-0], [8:0-0-9,0-0-0] 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 0.43 0.55 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.27 0.05 (loc) 2-12 2-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 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* 7-10,3-12: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=960/0-3-8, 8=960/0-3-8 Max Uplift 2=-85(LC 6), 8=-85(LC 6) Max Grav 2=1021(LC 12), 8=1021(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1519/112, 3-5=-1400/150, 5-7=-1400/150, 7-8=-1519/112 BOT CHORD 2-12=-11/1241, 10-12=0/781, 8-10=-11/1241 WEBS 5-10=-31/574, 7-10=-387/136, 5-12=-31/574, 3-12=-387/136 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss QG Truss Type Common Supported Gable Qty 1 Ply 1 19-0107 Job Reference (optional) I35764450 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-QVEm6jmnmhVdmvrwMp_FZeZOOC6SUc1Gn8DRZRzxS9h Scale = 1:44.2 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 33 32 31 30 29 28 27 26 25 24 23 22 21 20 34 35 4x6 4x6 4x6 3x4 3x6 3x4 22-8-0 22-8-0 -0-11-4 0-11-4 11-4-0 11-4-0 22-8-0 11-4-0 23-7-4 0-11-4 0-4-56-11-100-4-57.00 12 Plate Offsets (X,Y)-- [7:0-2-0,0-0-0], [8:0-2-12,0-2-4], [8:0-0-0,0-1-12], [12:0-2-12,0-2-4], [12:0-0-0,0-1-12], [13:0-2-0,0-0-0] 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 0.11 0.07 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 19 19 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 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. REACTIONS.All bearings 22-8-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 26, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 18 except 33=315(LC 12), 20=315(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 18. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss R Truss Type MONO Qty 9 Ply 1 19-0107 Job Reference (optional) I35764451 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-uho9J3mPX?dUO3Q7vWVU6s5RAcK8DzJP0oz_5tzxS9g Scale = 1:21.9 1 2 3 4 5 6 2x8 3x8 2x4 8x14 MT18HS 11-10-0 11-10-0 11-11-8 0-1-8 -0-11-4 0-11-4 7-1-5 7-1-5 11-10-0 4-8-11 11-11-8 0-1-8 0-3-143-3-122-10-40-5-83-3-123.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-12] 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 0.62 0.61 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.54 0.01 (loc) 2-5 2-5 5 l/defl >682 >259 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 45 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=535/0-3-8, 5=464/0-1-8 Max Horz 2=42(LC 6) Max Uplift 2=-121(LC 6), 5=-79(LC 6) Max Grav 2=557(LC 9), 5=538(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-925/259 BOT CHORD 2-5=-237/858 WEBS 3-5=-849/304 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 5 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 at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=121. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss RG Truss Type Monopitch Supported Gable Qty 1 Ply 1 19-0107 Job Reference (optional) I35764452 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-uho9J3mPX?dUO3Q7vWVU6s5TmcP_D3tP0oz_5tzxS9g Scale = 1:20.7 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 12 11 10 9 83x4 -0-11-4 0-11-4 11-11-8 11-11-8 0-3-143-3-123.00 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 0.46 0.30 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 0.08 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 41 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 10-0-0 oc bracing. REACTIONS.All bearings 11-11-8. (lb) - Max Horz 2=39(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10 except 11=-289(LC 12), 12=-123(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11 except 2=271(LC 1), 12=699(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-489/201 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 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) 2, 9, 10 except (jt=lb) 11=289, 12=123. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss V1 Truss Type Valley Qty 1 Ply 1 19-0107 Job Reference (optional) I35764453 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-MuMXWPn1IJlL0C?JTE0jf3ejA0nUyWYZFSiYdJzxS9f Scale = 1:32.9 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 5-0-118.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-2-1. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=253(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=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss V2 Truss Type GABLE Qty 1 Ply 1 19-0107 Job Reference (optional) I35764454 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-q4vvklof3ctCdMaV1xXyBHBtaQ7zhzEiT5S59mzxS9e Scale = 1:24.6 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 11-8-1 11-8-1 5-10-0 5-10-0 11-8-1 5-10-1 3-10-118.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 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. REACTIONS.All bearings 11-8-1. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 7, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=357(LC 7), 8=357(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-266/106, 2-8=-266/106 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6, 8. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss V3 Truss Type Valley Qty 1 Ply 1 19-0107 Job Reference (optional) I35764455 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-q4vvklof3ctCdMaV1xXyBHBtpQ7ThzTiT5S59mzxS9e Scale = 1:18.7 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 2-8-118.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=157/8-2-1, 3=157/8-2-1, 4=263/8-2-1 Max Uplift 1=-34(LC 4), 3=-34(LC 4) Max Grav 1=181(LC 7), 3=181(LC 7), 4=280(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss V4 Truss Type Valley Qty 1 Ply 1 19-0107 Job Reference (optional) I35764456 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-IGTHx5pHqw?3FW9ibf2BkUj4dqRVQQNsilBeiCzxS9d 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 1-6-118.00 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. 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=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_A Truss V5 Truss Type Valley Qty 1 Ply 1 19-0107 Job Reference (optional) I35764457 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 8 10:06:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-IGTHx5pHqw?3FW9ibf2BkUj2PqS2QQNsilBeiCzxS9d Scale = 1:10.8 1 2 3 2x4 2x4 2x4 3-10-7 3-10-7 1-7-65.00 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 0.24 0.15 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: 9 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 3-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=120/3-10-7, 3=120/3-10-7 Max Horz 1=18(LC 6) Max Uplift 1=-28(LC 6), 3=-36(LC 6) Max Grav 1=126(LC 11), 3=121(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. January 8,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths