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HomeMy WebLinkAboutRIVIERA A 8_12 SEALED TRUSS ENGINEERING 19-183416023 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. April 25,2019 Liu, Xuegang Pages or sheets covered by this seal: I36865464 thru I36865492 My license renewal date for the state of Indiana is July 31, 2020. RIVIERA_A_8-12_S 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: 19-1834 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_8-12_S Truss A Truss Type Piggyback Base Qty 5 Ply 1 19-1834 Job Reference (optional) I36865464 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:05:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-rzpBmzrpy86IuNlnDUyC5zPHExwTIYONjCBAElzNSZF Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x6 5x6 5x10 MT18HS 3x6 3x8 3x6 3x4 2x4 3x4 3x8 3x4 3x6 4x6 4x6 5x9 3x6 8-9-10 8-9-10 17-3-14 8-6-4 22-9-0 5-5-2 30-2-12 7-5-12 38-0-0 7-9-4 -0-11-4 0-11-4 5-11-9 5-11-9 11-7-11 5-8-2 17-3-14 5-8-2 22-9-0 5-5-2 30-2-12 7-5-12 38-0-0 7-9-4 38-11-4 0-11-4 0-5-712-0-01-10-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-6], [6:0-4-4,0-2-4], [7:0-7-8,0-1-12], [10:0-3-8,Edge], [12:Edge,0-3-8] 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 0.79 0.81 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.42 0.10 (loc) 2-18 2-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 191 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,9-13,10-12: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 9-15 REACTIONS.(lb/size)2=1573/0-3-8, 12=1573/0-3-8 Max Horz 2=-8(LC 5) Max Uplift 2=-127(LC 4), 12=-126(LC 4) Max Grav 2=1665(LC 8), 12=1663(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2473/183, 3-5=-2316/218, 5-6=-1725/250, 6-7=-1399/242, 7-9=-1702/240, 9-10=-1966/170, 10-12=-1592/165 BOT CHORD 2-18=-53/1959, 16-18=0/1599, 15-16=0/1182, 13-15=0/1497 WEBS 3-18=-328/138, 5-18=0/497, 5-16=-676/148, 6-16=-40/592, 7-15=-16/414, 9-15=-447/128, 10-13=0/1346 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=127, 12=126. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss A1 Truss Type Piggyback Base Qty 4 Ply 1 19-1834 Job Reference (optional) I36865465 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:05:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-rzpBmzrpy86IuNlnDUyC5zPHExwHIYNNjCBAElzNSZF Scale = 1:80.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x6 5x10 MT18HS 3x6 3x8 3x6 3x4 2x4 3x4 3x8 3x4 3x6 4x6 4x6 5x9 3x6 8-9-10 8-9-10 17-3-14 8-6-4 22-9-0 5-5-2 30-2-12 7-5-12 38-0-0 7-9-4 5-11-9 5-11-9 11-7-11 5-8-2 17-3-14 5-8-2 22-9-0 5-5-2 30-2-12 7-5-12 38-0-0 7-9-4 38-11-4 0-11-4 0-5-712-0-01-10-012-0-08.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-6], [5:0-4-4,0-2-4], [6:0-7-8,0-1-12], [9:0-3-8,Edge], [11:Edge,0-3-8] 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 0.79 0.82 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.44 0.10 (loc) 1-17 1-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,8-12,9-11: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-5 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 8-14 REACTIONS.(lb/size)1=1507/0-3-8, 11=1574/0-3-8 Max Horz 1=-24(LC 4) Max Uplift 1=-92(LC 4), 11=-126(LC 4) Max Grav 1=1626(LC 8), 11=1663(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2477/188, 2-4=-2320/223, 4-5=-1726/251, 5-6=-1400/243, 6-8=-1703/241, 8-9=-1967/171, 9-11=-1592/165 BOT CHORD 1-17=-60/1964, 15-17=0/1600, 14-15=0/1183, 12-14=0/1498 WEBS 2-17=-332/144, 4-17=-3/501, 4-15=-677/149, 5-15=-41/593, 6-14=-16/414, 8-14=-447/128, 9-12=0/1346 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=126. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss AG Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 19-1834 Job Reference (optional) I36865466 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:05:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-kl3icLvJ?NdkN?3YSJ18FpZzIYH1EMLyeq9NNXzNSZB Scale = 1:80.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 1112 3x6 5x6 5x10 MT18HS 3x6 3x8 3x6 3x4 3x4 3x8 3x4 3x6 4x6 5x9 3x6 8-9-10 8-9-10 17-3-14 8-6-4 22-9-0 5-5-2 30-2-12 7-5-12 36-0-0 5-9-4 38-0-0 2-0-0 5-11-9 5-11-9 11-7-11 5-8-2 17-3-14 5-8-2 22-9-0 5-5-2 30-2-12 7-5-12 38-0-0 7-9-4 38-11-4 0-11-4 0-5-712-0-01-10-012-0-08.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-6], [5:0-4-4,0-2-4], [6:0-7-8,0-1-12], [9:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.84 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.45 0.10 (loc) 1-18 1-18 11 l/defl >999 >949 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 371 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,8-13,9-11: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 20-21,25-26,28-29,56-57,58-60: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-7 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 8-15 REACTIONS.(lb/size)1=1505/Mechanical, 11=1471/2-3-8, 12=112/0-3-8 Max Horz 1=-24(LC 4) Max Uplift 1=-95(LC 4), 11=-172(LC 4) Max Grav 1=1624(LC 8), 11=1560(LC 8), 12=190(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2491/194, 2-4=-2332/228, 4-5=-1722/256, 5-6=-1397/248, 6-8=-1696/247, 8-9=-1932/188, 9-11=-1574/174 BOT CHORD 1-18=-65/1985, 16-18=0/1603, 15-16=0/1177, 13-15=0/1469 WEBS 2-18=-351/146, 4-18=-4/519, 4-16=-687/149, 5-16=-44/590, 6-15=-20/404, 8-15=-416/141, 9-13=0/1354 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=172. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss AG1 Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 19-1834 Job Reference (optional) I36865467 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:05:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-8KlrEMxCII?IESo77SartSBTalJ7Rj6PKoO2_rzNSZ8 Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 1213 5x6 5x10 MT18HS 3x6 3x8 3x6 3x4 3x4 3x8 3x4 3x6 4x6 5x9 5x6 3x6 8-9-10 8-9-10 17-3-14 8-6-4 22-9-0 5-5-2 30-2-12 7-5-12 36-0-0 5-9-4 38-0-0 2-0-0 -0-11-4 0-11-4 5-11-9 5-11-9 11-7-11 5-8-2 17-3-14 5-8-2 22-9-0 5-5-2 30-2-12 7-5-12 38-0-0 7-9-4 38-11-4 0-11-4 0-5-712-0-01-10-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-6], [4:0-3-0,0-3-0], [6:0-4-4,0-2-4], [7:0-7-8,0-1-12], [10:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.81 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.42 0.09 (loc) 2-19 2-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 372 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,9-14,10-12: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 21-22,26-27,29-30,56-57,58-60: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 9-16 REACTIONS.(lb/size)2=1567/0-3-8, 12=1467/2-3-8, 13=112/0-3-8 Max Horz 2=-8(LC 5) Max Uplift 2=-130(LC 4), 12=-171(LC 4) Max Grav 2=1659(LC 8), 12=1556(LC 8), 13=189(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2462/187, 3-5=-2306/222, 5-6=-1714/255, 6-7=-1390/246, 7-9=-1690/245, 9-10=-1926/187, 10-12=-1570/174 BOT CHORD 2-19=-56/1951, 17-19=0/1590, 16-17=0/1171, 14-16=0/1465 WEBS 3-19=-328/138, 5-19=0/498, 5-17=-676/148, 6-17=-43/586, 7-16=-20/404, 9-16=-417/141, 10-14=0/1349 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 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) except (jt=lb) 2=130, 12=171. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss B Truss Type Common Qty 9 Ply 1 19-1834 Job Reference (optional) I36865468 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:05:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-cWIDSiyq3b79scMJh964PfkhX9fEA9JYZS7bWIzNSZ7 Scale = 1:75.6 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 3x6 3x8 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 3x8 9-1-11 9-1-11 18-0-0 8-10-5 26-10-5 8-10-5 36-0-0 9-1-11 -0-11-4 0-11-4 6-2-4 6-2-4 12-1-2 5-10-14 18-0-0 5-10-14 23-10-14 5-10-14 29-9-12 5-10-14 36-0-0 6-2-4 36-11-4 0-11-4 0-5-712-5-70-5-78.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-6], [10:0-8-0,0-0-6] 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 0.58 0.82 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.50 0.11 (loc) 10-12 10-12 10 l/defl >999 >855 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 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 3-0-4 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 4), 10=-115(LC 4) Max Grav 2=1606(LC 8), 10=1606(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2359/165, 3-5=-2196/202, 5-6=-1587/232, 6-7=-1587/232, 7-9=-2196/202, 9-10=-2359/165 BOT CHORD 2-16=-38/1859, 14-16=0/1477, 12-14=0/1477, 10-12=-38/1859 WEBS 6-14=-148/1293, 7-14=-695/155, 7-12=-5/520, 9-12=-352/145, 5-14=-695/155, 5-16=-5/520, 3-16=-352/145 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) except (jt=lb) 2=115, 10=115. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss B1 Truss Type Common Qty 4 Ply 1 19-1834 Job Reference (optional) I36865469 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:05:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-4isbf2ySqvF0TmxVFtdJytHqPZ_1vbVin6t83kzNSZ6 Scale = 1:75.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 5x6 3x6 3x8 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 3x8 9-1-11 9-1-11 18-0-0 8-10-5 26-10-5 8-10-5 36-0-0 9-1-11 6-2-4 6-2-4 12-1-2 5-10-14 18-0-0 5-10-14 23-10-14 5-10-14 29-9-12 5-10-14 36-0-0 6-2-4 36-11-4 0-11-4 0-5-712-5-70-5-78.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-6], [9:0-8-0,0-0-6] 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 0.76 0.85 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.54 0.11 (loc) 1-15 1-15 9 l/defl >999 >789 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 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=-21(LC 4) Max Uplift 1=-81(LC 4), 9=-116(LC 4) Max Grav 1=1570(LC 8), 9=1610(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2386/172, 2-4=-2220/207, 4-5=-1594/233, 5-6=-1594/233, 6-8=-2203/203, 8-9=-2367/167 BOT CHORD 1-15=-46/1891, 13-15=0/1489, 11-13=0/1483, 9-11=-39/1865 WEBS 5-13=-150/1301, 6-13=-695/155, 6-11=-4/519, 8-11=-352/145, 4-13=-705/156, 4-15=-10/540, 2-15=-374/153 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) 1 except (jt=lb) 9=116. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss BG Truss Type Common Supported Gable Qty 2 Ply 1 19-1834 Job Reference (optional) I36865470 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-YvQztOz4bDNt5wWioa8YV4p8wzWNe6pr0mcibAzNSZ5 Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 3x6 5x6 3x6 3x6 3x6 3x6 3x6 36-0-0 36-0-0 18-0-0 18-0-0 36-0-0 18-0-0 36-11-4 0-11-4 0-5-712-5-70-5-78.00 12 Plate Offsets (X,Y)-- [9:0-1-12,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 0.14 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 28 28 27 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 271 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* 14-41,13-42,12-43,11-44,10-45,8-47,15-40,16-39,17-38,18-37,19-35: 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 14-41, 13-42, 12-43, 11-44, 10-45, 15-40, 16-39, 17-38, 18-37 REACTIONS.All bearings 36-0-0. (lb) - Max Horz 1=-21(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 41, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 39, 38, 37, 35, 34, 33, 32, 31, 30, 29 Max Grav All reactions 250 lb or less at joint(s) 1, 41, 42, 43, 44, 45, 47, 48, 49, 50, 51, 52, 40, 39, 38, 37, 35, 34, 33, 32, 31, 30, 27 except 53=334(LC 8), 29=324(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) 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) 41, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 39, 38, 37, 35, 34, 33, 32, 31, 30, 29. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss C Truss Type COMMON Qty 5 Ply 1 19-1834 Job Reference (optional) I36865471 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-05_M4k_iMWVkj45uMHfn1IMI9NgpNYg_FQMF7dzNSZ4 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. April 25,2019 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_8-12_S Truss C1 Truss Type Common Qty 3 Ply 1 19-1834 Job Reference (optional) I36865472 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-05_M4k_iMWVkj45uMHfn1IMFdNgANR1_FQMF7dzNSZ4 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. April 25,2019 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_8-12_S Truss CG Truss Type GABLE Qty 1 Ply 1 19-1834 Job Reference (optional) I36865473 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-VHYkI4?K7qdbLDg4w?A0aVvUEmAi60I8T45of3zNSZ3 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. April 25,2019 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_8-12_S Truss D Truss Type Common Qty 2 Ply 1 19-1834 Job Reference (optional) I36865474 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-zU66VQ?yu8lSyNFGUihF6jReRAOQrSIHikrMCVzNSZ2 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. April 25,2019 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_8-12_S Truss DG Truss Type Common Supported Gable Qty 1 Ply 1 19-1834 Job Reference (optional) I36865475 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-RggUim0bfRtJaXqT1QDUfw_rmauwaxkRxOavkxzNSZ1 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. April 25,2019 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_8-12_S Truss DGR Truss Type COMMON GIRDER Qty 1 Ply 2 19-1834 Job Reference (optional) I36865476 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-RggUim0bfRtJaXqT1QDUfw_iianKalaRxOavkxzNSZ1 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 3-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=6673/0-3-8, 6=6464/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9458/0, 3-4=-6562/0, 4-5=-6562/0, 5-6=-9287/0 BOT CHORD 2-11=0/7704, 9-11=0/7704, 8-9=0/7563, 6-8=0/7563 WEBS 4-9=0/6932, 5-9=-2691/0, 5-8=0/3026, 3-9=-2866/0, 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) 1485 lb down at 7-11-4, 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=-1485(B) 15=-1411(B) 16=-1411(B) 17=-1411(B) 18=-1411(B) April 25,2019 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_8-12_S Truss DT Truss Type Roof Special Qty 5 Ply 1 19-1834 Job Reference (optional) I36865477 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-vsDsw51DQl?AChPfb7kjC8WxW_6BIGYaA2KTGOzNSZ0 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. April 25,2019 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_8-12_S Truss E Truss Type Roof Special Qty 4 Ply 1 19-1834 Job Reference (optional) I36865478 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-N2nF7R2rA371pr_r9rFykL34lOXE1rgjOi30pqzNSZ? Scale = 1:22.4 1 2 3 4 5 6 3x4 3x4 3x8 5x6 2x4 5-9-2 5-9-2 11-9-8 6-0-7 -0-11-4 0-11-4 11-9-8 11-9-8 0-7-04-0-44-0-43.50 12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-7], [2:0-3-6,Edge], [5:0-4-4,0-2-4] 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 0.57 0.23 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.03 -0.01 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 32 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)2=106/11-9-8, 5=824/11-9-8 Max Horz 2=129(LC 6) Max Uplift 2=-10(LC 6), 5=-175(LC 6) Max Grav 2=124(LC 8), 5=951(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-183/591, 3-4=-120/587 BOT CHORD 2-5=-496/67, 4-5=-676/115 WEBS 3-5=-461/182 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=175. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss EG Truss Type Roof Special Supported Gable Qty 2 Ply 1 19-1834 Job Reference (optional) I36865479 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-N2nF7R2rA371pr_r9rFykL38fOYE1rujOi30pqzNSZ? Scale = 1:33.8 1 2 3 4 5 6 7 12 11 10 9 813 3x4 4x6 -0-11-4 0-11-4 0-3-8 0-3-8 11-9-8 11-6-0 -0-11-4 0-11-4 0-3-8 0-3-8 11-9-8 11-6-0 0-7-07-8-03-3-83-3-87-8-03.50 12 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.17 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 45 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-12: 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: 8-9. REACTIONS.All bearings 11-9-8. (lb) - Max Horz 12=135(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 10, 11 except 9=-135(LC 9) Max Grav All reactions 250 lb or less at joint(s) 7, 12, 9, 10, 11 except 8=541(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-8=-406/145 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 10, 11 except (jt=lb) 9=135. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 12, 8, 9, 10, 11. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss F Truss Type MONO GABLE Qty 5 Ply 1 19-1834 Job Reference (optional) I36865480 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-rFLdLn3TxMGuR?Y2jYmBHZcJZnsHmHftdMpZLGzNSZ_ 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. April 25,2019 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_8-12_S Truss F1 Truss Type MONO Qty 4 Ply 1 19-1834 Job Reference (optional) I36865481 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-JRv?Y735igOk397EGFHQpm8QWBAwVms0s0Y7sjzNSYz 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. April 25,2019 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_8-12_S Truss F1G Truss Type Monopitch Supported Gable Qty 1 Ply 1 19-1834 Job Reference (optional) I36865482 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-JRv?Y735igOk397EGFHQpm8XSBEEVm20s0Y7sjzNSYz 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. April 25,2019 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_8-12_S Truss FG Truss Type GABLE Qty 1 Ply 1 19-1834 Job Reference (optional) I36865483 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-ndTNmT4jT_WbgIiQqzofM_hidbb6ED5A4gIgO9zNSYy 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. April 25,2019 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_8-12_S Truss FGR Truss Type Monopitch Girder Qty 1 Ply 2 19-1834 Job Reference (optional) I36865484 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Apr 24 16:19:47 2019 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-TswNrMG?rxpz?8ClVwm7?kZQRKezv4aZBwSy7lzNSMA Scale = 1:23.7 1 2 3 5 4 67 8 9 10 11 2x4 6x12 2x4 3x4 4x6 3x10 2x4 HUS26 HUS26 HUS26 5-0-0 5-0-0 8-0-0 3-0-0 8-2-4 0-2-4 8-4-0 0-1-12 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)-- [1:0-5-8,Edge], [1:0-0-2,0-5-14], [1:0-0-1,0-0-2], [6:0-6-0,0-2-8] 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 1-9=-27/1615, 9-10=-27/1615, 5-10=-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 39 lb uplift at joint 6 and 13 lb uplift at joint 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 April 25,2019 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_8-12_S Truss FGR Truss Type Monopitch Girder Qty 1 Ply 2 19-1834 Job Reference (optional) I36865484 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Apr 24 16:19:47 2019 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-TswNrMG?rxpz?8ClVwm7?kZQRKezv4aZBwSy7lzNSMA 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_8-12_S Truss G Truss Type MONO Qty 6 Ply 1 19-1834 Job Reference (optional) I36865485 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-k0b7A96_?bmJwcspyOr7RPm0NPEri7bTYznnT1zNSYw 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. April 25,2019 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_8-12_S Truss PB1 Truss Type Piggyback Qty 9 Ply 1 19-1834 Job Reference (optional) I36865486 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-k0b7A96_?bmJwcspyOr7RPm2NPHXi7ITYznnT1zNSYw Scale = 1:12.7 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-5-2 5-5-2 2-8-9 2-8-9 5-5-2 2-8-9 0-4-71-8-10-1-100-4-70-1-108.00 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 0.06 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=115/3-10-15, 4=115/3-10-15, 6=137/3-10-15 Max Uplift 2=-41(LC 4), 4=-41(LC 4) Max Grav 2=115(LC 8), 4=115(LC 8), 6=150(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) 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) 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) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss PB2 Truss Type Piggyback Qty 2 Ply 1 19-1834 Job Reference (optional) I36865487 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-CC9WOV6cmvuAXmR?V5MN_cJD7odmRaYcndWK?UzNSYv Scale = 1:12.7 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-5-2 5-5-2 2-8-9 2-8-9 5-5-2 2-8-9 0-4-71-8-10-1-100-4-70-1-108.00 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 0.06 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=115/3-10-15, 4=115/3-10-15, 6=137/3-10-15 Max Uplift 2=-41(LC 4), 4=-41(LC 4) Max Grav 2=115(LC 8), 4=115(LC 8), 6=150(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) 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) 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) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss V1 Truss Type Valley Qty 1 Ply 1 19-1834 Job Reference (optional) I36865488 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-CC9WOV6cmvuAXmR?V5MN_cJBfob4RZacndWK?UzNSYv Scale: 3/8"=1' 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 14-8-13 14-8-13 7-4-7 7-4-7 14-8-13 7-4-7 4-10-158.00 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 0.08 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: 45 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-8-13. (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 8=258(LC 1), 9=386(LC 7), 6=386(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-306/120, 4-6=-307/120 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. April 25,2019 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_8-12_S Truss V2 Truss Type Valley Qty 1 Ply 1 19-1834 Job Reference (optional) I36865489 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-gPiubr7EXC019w0B3ptcWqsKMCwNA0xl?HGuXwzNSYu Scale = 1:22.6 1 2 3 42x8 4x6 2x8 2x4 10-8-13 10-8-13 5-4-7 5-4-7 10-8-13 5-4-7 3-6-158.00 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 0.29 0.20 0.07 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: 29 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=194/10-8-13, 3=194/10-8-13, 4=393/10-8-13 Max Uplift 1=-31(LC 4), 3=-31(LC 4), 4=-2(LC 4) Max Grav 1=220(LC 7), 3=220(LC 7), 4=426(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-273/58 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, 4. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 25,2019 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_8-12_S Truss V3 Truss Type Valley Qty 1 Ply 1 19-1834 Job Reference (optional) I36865490 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-gPiubr7EXC019w0B3ptcWqsLsCyZA1al?HGuXwzNSYu Scale = 1:15.7 1 2 3 4 2x4 4x6 2x4 2x4 6-8-13 6-8-13 3-4-6 3-4-6 6-8-13 3-4-7 2-2-158.00 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 0.25 0.13 0.03 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: 18 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=124/6-8-13, 3=124/6-8-13, 4=214/6-8-13 Max Uplift 1=-28(LC 4), 3=-28(LC 4) Max Grav 1=143(LC 7), 3=143(LC 7), 4=229(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. April 25,2019 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_8-12_S Truss V4 Truss Type Valley Qty 1 Ply 1 19-1834 Job Reference (optional) I36865491 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-8bGGpA8sIW8un4bOdWOr31OY1cFqvULvEx?R4MzNSYt 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. April 25,2019 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_8-12_S Truss V5 Truss Type Valley Qty 1 Ply 1 19-1834 Job Reference (optional) I36865492 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 16:06:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:gyLAUVZvpDLiff6v9oivzvzJap2-8bGGpA8sIW8un4bOdWOr31OWpcGNvULvEx?R4MzNSYt 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. April 25,2019 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