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RIVIERA C SEALED TRUSS ENGINEERING 18-4766
16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. June 13,2019 Liu, Xuegang Pages or sheets covered by this seal: I37420956 thru I37421031 My license renewal date for the state of Indiana is July 31, 2020. RIVIERA_C 18-4766 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss A Truss Type COMMON Qty 3 Ply 1 18-4766 Job Reference (optional) I37420956 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-btEvNtEl4s0Aw6wqJJqQ8e7KRAmRNfuhur?bziz6zA0 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 1011 16 15 14 13 12 17 183x6 5x6 3x6 5x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 5x6 3x6 9-1-19-1-1 18-0-08-10-15 26-10-158-10-15 36-0-09-1-1 -0-11-4 0-11-4 6-1-6 6-1-6 12-0-11 5-11-5 18-0-0 5-11-5 23-11-5 5-11-5 29-10-10 5-11-5 36-0-0 6-1-6 36-11-4 0-11-4 0-6-69-6-60-6-66.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-0-8], [2:0-6-12,0-1-1], [10:0-1-1,0-0-8], [10:0-6-12,0-1-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.88 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.52 0.15 (loc) 2-16 2-16 10 l/defl >999 >816 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-14,7-14,5-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS.(lb/size)2=1493/0-3-8, 10=1493/0-3-8 Max Uplift 2=-212(LC 6), 10=-212(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2557/340, 3-5=-2334/330, 5-6=-1654/311, 6-7=-1654/311, 7-9=-2334/330, 9-10=-2557/340 BOT CHORD 2-16=-217/2192, 14-16=-110/1832, 12-14=-110/1832, 10-12=-217/2192 WEBS 6-14=-151/1089, 7-14=-711/175, 7-12=0/480, 9-12=-267/156, 5-14=-711/175, 5-16=0/480, 3-16=-267/156 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 18.0 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) except (jt=lb) 2=212, 10=212. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss A1 Truss Type HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420957 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-33oIbDFOrA81XGV0t0LfhsgV?a4?64_r7Vk9V8z6zA? Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 1011 16 15 14 13 12 17 18 19 20 5x6 3x6 5x6 4x6 3x8 2x4 3x4 3x4 3x4 3x8 2x4 5x6 5x6 4x6 10-0-010-0-0 18-0-08-0-0 26-0-08-0-0 36-0-010-0-0 -0-11-4 0-11-4 5-7-6 5-7-6 10-0-0 4-4-10 15-1-3 5-1-3 20-10-13 5-9-10 26-0-0 5-1-3 30-4-10 4-4-10 36-0-0 5-7-6 36-11-4 0-11-4 0-6-65-4-95-6-60-6-65-4-96.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-0-8], [2:0-6-12,0-1-1], [10:0-1-1,0-0-8], [10:0-6-12,0-1-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.66 0.99 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.71 0.19 (loc) 2-16 2-16 10 l/defl >999 >600 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 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 2-7-9 oc purlins, except 2-0-0 oc purlins (2-8-15 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 REACTIONS.(lb/size)2=1493/0-3-8, 10=1493/0-3-8 Max Uplift 2=-193(LC 6), 10=-193(LC 6) Max Grav 2=1746(LC 18), 10=1746(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2801/310, 3-4=-2724/266, 4-5=-2402/261, 5-7=-3166/305, 7-8=-2402/261, 8-9=-2724/266, 9-10=-2801/310 BOT CHORD 2-16=-194/2425, 14-16=-147/3126, 12-14=-147/3126, 10-12=-194/2425 WEBS 3-16=-448/141, 4-16=-31/909, 5-16=-1015/99, 7-12=-1015/99, 8-12=-31/909, 9-12=-448/141 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=193, 10=193. 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. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss A2 Truss Type HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420958 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-?Sw20vHeNnOlnZfP_RN7mHlp2NodatB7apDFZ1z6z9z Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 1011 18 17 16 15 14 13 12 19 20 21 22 23 24 3x6 5x9 5x9 3x6 5x6 3x6 3x4 2x4 3x4 3x8 2x4 3x4 3x4 2x4 5x6 3x6 6-0-66-0-6 12-8-06-7-10 18-0-05-4-0 23-4-05-4-0 29-11-106-7-10 36-0-06-0-6 -0-11-4 0-11-4 6-0-6 6-0-6 12-8-0 6-7-10 18-0-0 5-4-0 23-4-0 5-4-0 29-11-10 6-7-10 36-0-0 6-0-6 36-11-4 0-11-4 0-6-66-8-96-10-60-6-66-8-96.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-6-12,0-1-1], [2:0-1-1,0-0-8], [5:0-4-8,0-1-11], [7:0-4-8,0-1-11], [10:0-1-1,0-0-8], [10:0-6-12,0-1-1], [10:Edge,0-2-12] 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 0.81 0.85 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.39 0.18 (loc) 15 15-17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,7-8: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-15,7-15: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-3-5 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1493/0-3-8, 10=1493/0-3-8 Max Uplift 2=-199(LC 6), 10=-199(LC 6) Max Grav 2=1915(LC 18), 10=1915(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3299/293, 3-5=-2466/286, 5-6=-2248/310, 6-7=-2248/310, 7-9=-2466/286, 9-10=-3299/293 BOT CHORD 2-18=-179/2783, 17-18=-179/2783, 15-17=-61/2050, 13-15=-61/2050, 12-13=-179/2783, 10-12=-179/2783 WEBS 3-18=0/269, 3-17=-807/131, 5-17=0/484, 5-15=-30/511, 6-15=-691/109, 7-15=-30/511, 7-13=0/484, 9-13=-807/131, 9-12=0/269 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=199, 10=199. 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. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss A3 Truss Type HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420959 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-TeUQDFHG85XcOjEbY8uMJUIzQn91JSeHpTzp5Tz6z9y Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 3x8 5x9 5x6 3x8 5x6 4x9 3x4 2x4 3x4 3x8 3x4 2x4 5x6 4x6 7-11-57-11-5 15-4-07-4-11 20-8-05-4-0 28-0-117-4-11 36-0-07-11-5 -0-11-4 0-11-4 7-11-5 7-11-5 15-4-0 7-4-11 20-8-0 5-4-0 28-0-11 7-4-11 36-0-0 7-11-5 36-11-4 0-11-4 0-6-68-0-98-2-60-6-68-0-96.00 12 Plate Offsets (X,Y)-- [2:0-6-12,0-1-1], [2:0-1-1,0-0-8], [5:0-4-8,0-1-11], [9:0-1-1,0-0-8], [9:0-6-12,0-1-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.77 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.38 0.18 (loc) 13-14 2-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 5-6: 2x4 SPF No.2, 1-4,7-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 12-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,8-11: 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 2-2-0 oc purlins, except 2-0-0 oc purlins (3-2-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 8-13 REACTIONS.(lb/size)2=1493/0-3-8, 9=1493/0-3-8 Max Uplift 2=-206(LC 6), 9=-206(LC 6) Max Grav 2=1989(LC 18), 9=1989(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3527/305, 3-5=-2550/299, 5-6=-2097/303, 6-8=-2550/299, 8-9=-3527/305 BOT CHORD 2-16=-171/2997, 14-16=-171/2997, 13-14=-29/2096, 11-13=-171/2997, 9-11=-171/2997 WEBS 3-16=0/339, 3-14=-1027/164, 5-14=-8/633, 6-13=-8/634, 8-13=-1026/164, 8-11=0/339 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=206, 9=206. 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. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss A4 Truss Type HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420960 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-xq1oQaIuvOfT0too6sQbrir7yBVF2smQ27iMdvz6z9x Scale = 1:66.1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 3x6 5x6 5x9 3x8 6x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 5x6 3x8 MT18HS 5x6 4x6 8-11-68-11-6 17-8-118-9-5 20-9-53-0-11 28-1-37-3-13 35-8-87-7-5 -0-11-4 0-11-4 6-7-7 6-7-7 12-1-2 5-5-11 17-8-11 5-7-9 20-9-5 3-0-11 28-1-3 7-3-13 35-8-8 7-7-5 0-6-69-2-149-4-111-11-29-2-146.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-2], [2:0-6-12,0-1-1], [2:0-1-1,0-0-8], [7:0-4-8,0-1-11], [10:Edge,0-1-12] 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 0.85 0.71 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 0.13 (loc) 15-17 15-17 11 l/defl >999 >964 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 165 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 4-6,6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-16: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 3-17,5-17,9-12,10-11: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-15, 9-14 REACTIONS.(lb/size)2=1483/0-3-8, 11=1416/Mechanical Max Horz 2=29(LC 6) Max Uplift 2=-208(LC 6), 11=-162(LC 6) Max Grav 2=1969(LC 18), 11=1985(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3535/322, 3-5=-3282/333, 5-6=-2318/306, 6-7=-1943/303, 7-9=-2310/298, 9-10=-2702/258, 10-11=-1913/200 BOT CHORD 2-17=-225/3047, 15-17=-129/2558, 14-15=-18/1892, 12-14=-116/2309 WEBS 3-17=-395/155, 5-17=-16/589, 5-15=-918/167, 6-15=-51/666, 7-15=-113/299, 7-14=-24/402, 9-14=-515/124, 9-12=-334/127, 10-12=-118/2212 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=208, 11=162. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss A5 Truss Type COMMON Qty 3 Ply 1 18-4766 Job Reference (optional) I37420961 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-P1bBewJWginJe1N_fZxqOvNImbrBnHGaHnSv9Mz6z9w Scale = 1:65.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 3x6 5x6 3x6 5x6 4x9 3x4 2x4 3x4 3x8 3x6 3x4 4x6 3x8 2x8 3x6 8-11-138-11-13 19-3-010-3-3 25-5-36-2-3 35-8-810-3-5 6-8-9 6-8-9 12-10-11 6-2-2 19-3-0 6-4-5 24-7-11 5-4-11 30-0-5 5-4-11 35-8-8 5-8-3 0-6-610-1-141-11-26.00 12 Plate Offsets (X,Y)-- [1:0-1-1,0-0-8], [1:0-6-12,0-1-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.73 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.72 0.11 (loc) 10-11 10-11 10 l/defl >999 >593 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 12-14: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-15,4-13,5-13,7-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 7-13, 8-10 REACTIONS.(lb/size)1=1417/Mechanical, 10=1417/Mechanical Max Horz 1=17(LC 7) Max Uplift 1=-166(LC 6), 10=-167(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2543/332, 2-4=-2346/348, 4-5=-1532/309, 5-7=-1517/313, 7-8=-1797/291 BOT CHORD 1-15=-236/2180, 13-15=-131/1752, 11-13=-73/1528, 10-11=-151/1481 WEBS 2-15=-293/172, 4-15=-19/571, 4-13=-733/194, 5-13=-150/980, 7-13=-507/126, 8-10=-1766/236 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 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) except (jt=lb) 1=166, 10=167. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss A6 Truss Type HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420962 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-tD9ZrGK8R0vAFByADHS3x7wUV?BPWfljVRBTioz6z9v Scale = 1:65.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 3x6 5x6 5x9 3x8 5x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 7x12 3x8 MT18HS 5x6 3x6 9-5-89-5-8 17-1-87-8-0 21-4-84-3-0 28-6-87-2-0 35-8-87-2-0 5-9-14 5-9-14 11-5-11 5-7-13 17-1-8 5-7-13 21-4-8 4-3-0 28-6-8 7-2-0 35-8-8 7-2-0 0-6-68-11-59-1-21-11-28-11-56.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [6:0-4-8,0-1-11], [9:0-2-12,0-2-0], [11:0-3-8,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 0.78 0.73 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.58 0.13 (loc) 1-16 1-16 10 l/defl >999 >731 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 162 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7,7-9: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 1-15: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 2-16,3-16,8-11,9-10,9-11: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-5 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 6-14, 8-13 REACTIONS.(lb/size)1=1420/Mechanical, 10=1420/Mechanical Max Horz 1=17(LC 7) Max Uplift 1=-162(LC 6), 10=-161(LC 6) Max Grav 1=1890(LC 17), 10=1973(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3551/346, 2-3=-3206/314, 3-5=-2332/309, 5-6=-1951/305, 6-8=-2291/296, 8-9=-2639/255, 9-10=-1904/197 BOT CHORD 1-16=-257/3076, 14-16=-136/2597, 13-14=-25/1879, 11-13=-118/2252 WEBS 2-16=-417/162, 3-16=0/487, 3-14=-935/155, 5-14=-40/649, 6-14=-100/293, 6-13=-4/388, 8-13=-457/116, 8-11=-364/124, 9-11=-124/2172 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=162, 10=161. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss A7 Truss Type HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420963 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-MPjx3cKnCJ11tKXNn_zITKThjOU8F7Ztk5x0EEz6z9u Scale = 1:65.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x8 5x6 5x6 3x6 5x6 4x6 3x4 2x4 3x8 3x4 3x8 3x4 4x12 3x8 MT18HS 5x6 3x6 7-3-137-3-13 14-5-87-1-11 24-0-89-7-0 29-10-85-10-0 36-0-06-1-8 7-3-13 7-3-13 14-5-8 7-1-11 19-3-0 4-9-8 24-0-8 4-9-8 29-10-8 5-10-0 36-0-0 6-1-8 37-11-4 1-11-4 0-6-67-7-57-9-21-9-67-7-56.00 12 Plate Offsets (X,Y)-- [1:0-1-1,0-0-8], [1:0-6-12,0-1-1], [1:Edge,0-3-0], [9:0-2-11,0-2-8], [12:0-3-8,0-2-0] 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 0.69 0.95 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.68 0.14 (loc) 13-15 13-15 11 l/defl >999 >634 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S 1650F 1.6E, 1-3,7-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,8-13,8-12,9-11,9-12: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-15, 5-15, 5-13 REACTIONS.(lb/size)1=1428/Mechanical, 11=1560/0-3-8 Max Horz 1=-41(LC 6) Max Uplift 1=-156(LC 6), 11=-243(LC 6) Max Grav 1=1833(LC 18), 11=2028(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3335/308, 2-4=-2411/286, 4-5=-1980/290, 5-6=-1791/272, 6-8=-2157/272, 8-9=-2359/241, 9-11=-1963/277 BOT CHORD 1-17=-155/2853, 15-17=-155/2853, 13-15=-27/1942, 12-13=-58/1990 WEBS 2-17=0/286, 2-15=-985/173, 4-15=-13/598, 5-15=-260/163, 5-13=-486/75, 6-13=-18/552, 8-12=-395/89, 9-12=-104/1946 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=156, 11=243. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss A8 Truss Type HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420964 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-qcHJGyLPyd9uVU6ZLiUX0Y?rForF_ct0zlgamhz6z9t Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 5x9 4x9 3x6 3x4 2x4 3x4 2x4 3x10 5x9 3x4 4x6 5x6 3x8 2x8 3x6 6-2-106-2-10 11-9-85-6-14 19-3-07-5-8 26-8-87-5-8 36-0-09-3-8 6-2-10 6-2-10 11-9-8 5-6-14 19-3-0 7-5-8 26-8-8 7-5-8 31-2-8 4-6-0 36-0-0 4-9-8 37-11-4 1-11-4 0-6-66-3-56-5-21-9-66-3-56.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [3:0-4-8,0-1-11], [5:0-4-8,Edge], [6:0-4-8,0-1-11] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.83 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.48 0.15 (loc) 10-11 10-11 10 l/defl >999 >892 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-3: 2x4 SPF-S 1650F 1.6E, 6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-13,6-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-1 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10 REACTIONS.(lb/size)1=1428/Mechanical, 10=1560/0-3-8 Max Horz 1=-41(LC 6) Max Uplift 1=-150(LC 6), 10=-236(LC 6) Max Grav 1=1710(LC 18), 10=1861(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3038/293, 2-3=-2491/286, 3-4=-2762/315, 4-6=-2757/314, 6-7=-2174/247, 8-10=-493/170 BOT CHORD 1-16=-151/2586, 15-16=-151/2586, 13-15=-42/2202, 11-13=-7/1949, 10-11=-65/1603 WEBS 2-15=-749/128, 3-15=0/523, 3-13=-39/716, 4-13=-960/167, 6-13=-85/1041, 7-11=0/451, 7-10=-1995/179 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=150, 10=236. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss A9 Truss Type HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420965 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-IorhUIM1jxHl6ehluP?mYlY?oCAij0q9BPQ7I7z6z9s Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 5x9 3x6 4x6 3x4 2x4 4x9 2x4 3x4 3x8 5x9 7x12 5x6 3x4 5x6 3x6 9-1-89-1-8 15-9-156-8-7 22-8-16-10-3 29-4-86-8-7 36-0-06-7-8 4-7-13 4-7-13 9-1-8 4-5-11 15-9-15 6-8-7 22-8-1 6-10-3 29-4-8 6-8-7 36-0-0 6-7-8 37-11-4 1-11-4 0-6-64-11-55-1-21-9-64-11-56.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [3:0-4-8,0-1-11], [7:0-4-8,0-1-11], [8:0-3-0,0-1-12], [10:Edge,0-1-8], [11:0-3-8,Edge], [13:0-3-8,0-1-8] 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 0.78 0.95 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.57 0.16 (loc) 13-14 1-16 10 l/defl >999 >749 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-14,6-14,7-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size)1=1428/Mechanical, 10=1560/0-3-8 Max Horz 1=-41(LC 6) Max Uplift 1=-144(LC 6), 10=-229(LC 6) Max Grav 1=1601(LC 17), 10=1776(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3030/318, 2-3=-3000/266, 3-4=-3798/337, 4-6=-3794/335, 6-7=-3624/317, 7-8=-2414/211, 8-10=-1716/262 BOT CHORD 1-16=-186/2628, 14-16=-67/2672, 13-14=-119/3620, 11-13=-26/2138 WEBS 2-16=-425/137, 3-16=0/387, 3-14=-88/1372, 4-14=-785/139, 6-13=-903/149, 7-13=-114/1812, 7-11=-368/96, 8-11=-47/2122 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=144, 10=229. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss A10 Truss Type SPECIAL Qty 1 Ply 1 18-4766 Job Reference (optional) I37420966 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-XFMgoZG0cTGu9P4DQjsuE3DcB_RYrOT_M9Ui1bz6zA_ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 5x9 3x8 5x9 4x14 MT18HS2x4 4x9 3x4 3x8 2x4 3x4 3x8 5x9 8x8 5x6 4x9 4x9 3x8 MT18HS 6-5-86-5-8 11-8-125-3-4 17-1-125-5-0 22-6-125-5-0 27-10-05-3-4 36-0-08-2-0 6-5-8 6-5-8 11-8-12 5-3-4 17-1-12 5-5-0 22-6-12 5-5-0 27-10-0 5-3-4 29-11-4 2-1-4 36-0-0 6-0-12 37-11-4 1-11-4 0-6-63-7-54-9-121-9-63-7-56.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [2:0-4-8,0-1-11], [7:0-4-8,0-1-14], [9:0-3-15,Edge], [12:0-3-8,Edge], [14:0-3-8,0-1-8], [17:0-3-8,0-2-0] 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 0.95 0.90 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.52 -0.97 0.21 (loc) 14-15 14-15 11 l/defl >826 >442 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 147 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 7-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 11-13: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-12: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-4-4 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-11 REACTIONS.(lb/size)1=1428/Mechanical, 11=1560/0-3-8 Max Horz 1=-41(LC 6) Max Uplift 1=-140(LC 6), 11=-230(LC 6) Max Grav 1=1728(LC 20), 11=1730(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3430/258, 2-3=-4796/369, 3-4=-5448/406, 4-6=-5448/406, 6-7=-5042/391, 7-8=-3788/331, 8-9=-348/134, 9-11=-606/213 BOT CHORD 1-18=-115/3003, 17-18=-118/2997, 15-17=-216/4792, 14-15=-238/5038, 12-14=-130/3457, 11-12=-39/1966 WEBS 2-18=0/267, 2-17=-117/2133, 3-17=-1054/127, 3-15=-45/770, 4-15=-541/102, 6-15=-19/481, 6-14=-921/125, 7-14=-128/1878, 7-12=-2993/274, 8-12=-200/3417, 8-11=-2344/101 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=140, 11=230. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss AGR Truss Type HIP Qty 1 Ply 2 18-4766 Job Reference (optional) I37420967 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-EAzSu_OHFYXTMyr80q2EdAdLV0rsB__SfjvEN?z6z9q Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 1112 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 5x9 3x6 4x6 6x8 3x4 2x4 4x6 4x6 3x4 4x9 2x4 3x4 4x6 5x9 4x6 3x4 2x4 6x8 4x6 3-11-13-11-1 7-4-03-4-15 12-7-25-3-2 18-0-05-4-14 23-4-145-4-14 28-8-05-3-2 32-0-153-4-15 36-0-03-11-1 -0-11-4 0-11-4 3-11-1 3-11-1 7-4-0 3-4-15 12-7-2 5-3-2 18-0-0 5-4-14 23-4-14 5-4-14 28-8-0 5-3-2 32-0-15 3-4-15 36-0-0 3-11-1 36-11-4 0-11-4 0-6-64-0-94-2-60-6-64-0-96.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-11], [9:0-4-8,0-1-11] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.90 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.70 0.14 (loc) 17 17 11 l/defl >999 >608 n/a L/d 240 180 n/a PLATES MT20 Weight: 338 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, except 2-0-0 oc purlins (3-7-7 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2990/0-3-8, 11=3030/0-3-8 Max Uplift 2=-312(LC 6), 11=-314(LC 6) Max Grav 2=3223(LC 17), 11=3263(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6172/501, 3-4=-6092/482, 4-5=-8068/602, 5-6=-8904/647, 6-8=-8904/647, 8-9=-8116/605, 9-10=-6185/487, 10-11=-6249/505 BOT CHORD 2-21=-375/5362, 20-21=-375/5362, 19-20=-309/5468, 17-19=-460/8063, 15-17=-463/8111, 14-15=-314/5550, 13-14=-379/5429, 11-13=-379/5429 WEBS 3-20=-266/152, 4-20=-26/756, 4-19=-185/3184, 5-19=-1264/148, 5-17=-57/1017, 6-17=-540/99, 8-17=-53/959, 8-15=-1232/146, 9-15=-183/3143, 9-14=-30/821 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 2=312, 11=314. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 lb down and 50 lb up at 3-4-12, 180 lb down and 29 lb up at 5-4-12, 180 lb down and 18 lb up at 7-4-12, 180 lb down and 18 lb up at 9-4-12, 180 lb down and 18 lb up at 11-4-12, 180 lb down and 18 lb up at 13-4-12, 180 lb down and 18 lb up at 15-4-12, 180 lb down and 18 lb up at 17-4-12, 180 lb down and 18 lb up at 19-4-12, 180 lb down and 18 lb up at 21-4-12, 180 lb down and 18 lb up at 23-4-12, 180 lb down and 18 lb up at 25-4-12, 180 lb down and 18 lb up at 27-4-12, 180 lb down and 18 lb up at 28-7-4, and 180 lb down and 29 lb up at 30-7-4, and 259 lb down and 50 lb up at 32-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss AGR Truss Type HIP Qty 1 Ply 2 18-4766 Job Reference (optional) I37420967 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:17 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-EAzSu_OHFYXTMyr80q2EdAdLV0rsB__SfjvEN?z6z9q NOTES- 12) 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, 4-9=-60, 9-12=-60, 2-11=-20 Concentrated Loads (lb) Vert: 20=-180(F) 15=-180(F) 14=-180(F) 24=-259(F) 25=-180(F) 26=-180(F) 27=-180(F) 28=-180(F) 29=-180(F) 30=-180(F) 31=-180(F) 32=-180(F) 33=-180(F) 34=-180(F) 35=-180(F) 36=-259(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss AGR1 Truss Type SPECIAL Qty 1 Ply 2 18-4766 Job Reference (optional) I37420968 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-b8mLyhRQ449mSjj5pNdPKEKB71b9sFCBo?c?2Dz6z9l Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 482x8 4x9 3x6 5x6 5x9 6x8 4x9 3x8 4x6 3x4 4x6 3x4 4x6 3x4 4x6 7x10 MT18HS 4x9 4x6 2x4 4x6 6x8 5-1-125-1-12 10-1-125-0-0 15-1-125-0-0 20-1-125-0-0 25-0-04-10-4 27-10-02-10-0 32-0-84-2-8 36-0-03-11-8 5-1-12 5-1-12 10-1-12 5-0-0 15-1-12 5-0-0 20-1-12 5-0-0 25-0-0 4-10-4 27-10-0 2-10-0 32-0-8 4-2-8 36-0-0 3-11-8 37-11-4 1-11-4 2-2-53-7-53-9-21-9-63-7-56.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [7:0-3-10,Edge], [9:0-4-8,0-1-11], [10:0-2-15,0-2-0], [21:0-3-8,0-2-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.77 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.68 -1.21 0.10 (loc) 17-18 17-18 12 l/defl >629 >355 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 377 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 1-21,2-20,3-18,5-17,6-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-2 max.): 1-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS.(lb/size)22=1419/Mechanical, 12=1501/0-3-8 Max Horz 22=-59(LC 6) Max Uplift 22=-173(LC 6), 12=-450(LC 6) Max Grav 22=2138(LC 20), 12=1849(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2031/194, 1-2=-5043/447, 2-3=-8313/772, 3-5=-9898/998, 5-6=-9827/1130, 6-7=-7689/1108, 7-8=-4237/707, 8-9=-3701/641, 9-10=-2157/429, 10-12=-1815/440 BOT CHORD 20-21=-345/5043, 18-20=-670/8313, 17-18=-895/9898, 15-17=-1027/9827, 14-15=-1003/7742, 13-14=-253/1943 WEBS 1-21=-439/5222, 2-21=-1729/221, 2-20=-346/3480, 3-20=-1087/178, 3-18=-240/1686, 5-18=-485/144, 6-15=-2280/25, 7-15=0/739, 7-14=-4850/616, 8-14=-228/1602, 9-14=-296/2206, 9-13=-697/73, 10-13=-315/2023 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 22=173, 12=450. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss AGR1 Truss Type SPECIAL Qty 1 Ply 2 18-4766 Job Reference (optional) I37420968 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:22 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-b8mLyhRQ449mSjj5pNdPKEKB71b9sFCBo?c?2Dz6z9l NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 41 lb up at 1-11-4, 21 lb down and 41 lb up at 3-11-4, 21 lb down and 41 lb up at 5-11-4, 21 lb down and 41 lb up at 7-11-4, 21 lb down and 41 lb up at 9-11-4, 21 lb down and 41 lb up at 11-11-4, 21 lb down and 41 lb up at 13-11-4, 21 lb down and 41 lb up at 15-11-4, 21 lb down and 41 lb up at 17-11-4, 21 lb down and 41 lb up at 19-11-4, 21 lb down and 41 lb up at 21-11-4, 21 lb down and 41 lb up at 23-9-12, 34 lb down and 45 lb up at 25-11-4, 1 lb down and 49 lb up at 27-10-0, 1 lb down and 48 lb up at 29-11-4, and 1 lb down and 49 lb up at 32-0-8, and 35 lb down and 45 lb up at 33-11-4 on top chord, and 1 lb down and 8 lb up at 1-11-4, 1 lb down and 8 lb up at 3-11-4, 1 lb down and 8 lb up at 5-11-4, 1 lb down and 8 lb up at 7-11-4, 1 lb down and 8 lb up at 9-11-4, 1 lb down and 8 lb up at 11-11-4, 1 lb down and 8 lb up at 13-11-4, 1 lb down and 8 lb up at 15-11-4, 1 lb down and 8 lb up at 17-11-4, 1 lb down and 8 lb up at 19-11-4, 1 lb down and 8 lb up at 21-11-4, 1 lb down and 8 lb up at 23-9-12, 92 lb up at 25-11-4, 2 lb down and 35 lb up at 27-11-4, 2 lb down and 35 lb up at 29-11-4, and 2 lb down and 35 lb up at 31-11-4, and 92 lb up at 33-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) 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: 1-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 12-22=-20 Concentrated Loads (lb) Vert: 19=-1(B) 20=-1(B) 17=-1(B) 14=5(B) 13=5(B) 16=-1(B) 38=-1(B) 39=-1(B) 40=-1(B) 41=-1(B) 42=-1(B) 43=-1(B) 44=-1(B) 45=-1(B) 46=28(B) 47=5(B) 48=28(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss AS Truss Type COMMON Qty 5 Ply 1 18-4766 Job Reference (optional) I37420969 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-3KKj91S2rOHc4tIIM59etRtQ9QvkboLL1fMYbfz6z9k Scale = 1:62.9 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 183x6 5x6 3x6 5x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 2x4 4x6 3x4 3x4 3x6 8-11-138-11-13 18-0-09-0-3 26-7-48-7-4 35-8-89-1-4 -0-11-4 0-11-4 6-1-6 6-1-6 12-0-11 5-11-5 18-0-0 5-11-5 23-9-11 5-9-11 29-7-5 5-9-11 35-8-8 6-1-3 0-6-69-6-60-8-26.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-0-8], [2:0-6-12,0-1-1], [11:0-3-11,0-1-3] 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 0.63 0.87 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.51 0.14 (loc) 11-12 11-12 11 l/defl >999 >843 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 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* 5-14,6-14,7-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 SLIDER Right 2x4 SPF Stud/No.3 3-4-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS.(lb/size)2=1488/0-3-8, 11=1422/Mechanical Max Horz 2=13(LC 6) Max Uplift 2=-212(LC 6), 11=-166(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2549/339, 3-5=-2331/331, 5-6=-1644/312, 6-7=-1644/313, 7-9=-2258/328, 9-11=-2481/339 BOT CHORD 2-16=-229/2185, 14-16=-124/1822, 12-14=-120/1808, 11-12=-223/2102 WEBS 3-16=-265/155, 5-16=0/485, 5-14=-700/176, 6-14=-153/1089, 7-14=-703/173, 7-12=0/433 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=212, 11=166. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss B Truss Type Common Qty 2 Ply 1 18-4766 Job Reference (optional) I37420970 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-3KKj91S2rOHc4tIIM59etRtQ5Qydbi7L1fMYbfz6z9k Scale = 1:51.5 2 3 5 6 7 8 9 1 4 14 13 12 11 10 4x6 3x6 2x4 3x6 3x8 4x6 3x6 3x8 4x6 12x12 4x6 2x4 5-0-05-0-0 10-0-05-0-0 20-0-010-0-0 2-6-0 2-6-0 5-1-12 2-7-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 22-3-12 2-3-12 0-3-81-3-87-10-141-0-01-2-141-3-88.00 12 Plate Offsets (X,Y)-- [2:0-9-1,0-6-0], [8:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.69 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 0.02 (loc) 10-11 10-11 10 l/defl >967 >383 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 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* 5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 1-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=937/0-3-8, 2=790/Mechanical Max Horz 2=-98(LC 4) Max Uplift 10=-130(LC 4), 2=-46(LC 4) Max Grav 10=949(LC 8), 2=866(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-979/101, 3-5=-813/121, 5-7=-811/118, 7-8=-277/109, 8-10=-363/127 BOT CHORD 11-13=0/733, 10-11=0/708 WEBS 5-11=-43/517, 3-11=-275/115, 7-10=-752/90, 2-13=0/734 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=130. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss B1 Truss Type Hip Qty 1 Ply 1 18-4766 Job Reference (optional) I37420971 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-XXu5MNTgciQTh1tUwogtQfQVSqLFKF8UGJ5676z6z9j Scale = 1:40.8 1 2 3 4 5 6 11 10 9 8 7 6x6 5x6 2x4 3x6 4x6 4x9 5x6 2x4 5x6 6-0-06-0-0 14-0-08-0-0 20-0-06-0-0 -2-3-12 2-3-12 6-0-0 6-0-0 14-0-0 8-0-0 20-0-0 6-0-0 22-3-12 2-3-12 1-2-145-1-15-2-141-2-145-1-18.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-5,Edge], [4:0-3-0,0-2-3], [5:0-3-0,0-1-12] 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 0.98 0.47 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.25 0.01 (loc) 8-10 8-10 7 l/defl >999 >929 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)11=936/0-3-8, 7=936/0-3-8 Max Uplift 11=-132(LC 4), 7=-132(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-945/78, 3-4=-752/102, 4-5=-945/78, 2-11=-891/158, 5-7=-891/157 BOT CHORD 8-10=0/690 WEBS 2-10=0/663, 5-8=0/663 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) 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) except (jt=lb) 11=132, 7=132. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss B2 Truss Type Hip Qty 1 Ply 1 18-4766 Job Reference (optional) I37420972 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-XXu5MNTgciQTh1tUwogtQfQbrqLPKCyUGJ5676z6z9j Scale = 1:40.9 1 2 3 4 5 6 7 8 13 12 11 10 9 4x9 5x9 3x6 3x8 4x6 3x4 4x6 4x6 3x6 3x6 4x6 8-0-08-0-0 12-0-04-0-0 20-0-08-0-0 -2-3-12 2-3-12 4-1-12 4-1-12 8-0-0 3-10-4 12-0-0 4-0-0 15-10-4 3-10-4 20-0-0 4-1-12 22-3-12 2-3-12 1-2-146-5-16-6-141-2-146-5-18.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-4-8,0-1-3], [5:0-4-8,0-1-3], [7:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.46 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.02 (loc) 9-10 9-10 9 l/defl >999 >903 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 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* 5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=936/0-3-8, 9=936/0-3-8 Max Uplift 13=-127(LC 4), 9=-127(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-860/103, 4-5=-689/111, 5-6=-860/103, 2-13=-297/125, 7-9=-297/125 BOT CHORD 11-13=0/689, 10-11=0/602, 9-10=0/689 WEBS 3-13=-829/69, 6-9=-829/69 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) 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) except (jt=lb) 13=127, 9=127. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss B3 Truss Type Common Qty 2 Ply 1 18-4766 Job Reference (optional) I37420973 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-?jRTajUIN?YKJASgUVB6ysylaEeu3dfeVzrffYz6z9i Scale = 1:48.8 1 2 3 4 5 6 7 1211 10 9 8 13 14 4x9 4x6 3x6 3x6 3x8 3x4 4x6 3x4 3x8 4x6 3x6 8-3-88-3-8 18-3-810-0-0 4-3-8 4-3-8 8-3-8 4-0-0 13-1-12 4-10-4 18-3-8 5-1-12 20-7-4 2-3-12 2-4-97-10-141-0-01-2-148.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [6:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.70 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 -0.02 (loc) 8-9 8-9 14 l/defl >974 >384 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 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* 3-9,1-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=880/0-3-8, 14=693/Mechanical Max Horz 8=-114(LC 4) Max Uplift 8=-119(LC 4), 14=-34(LC 4) Max Grav 8=884(LC 8), 14=767(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-268/52, 2-3=-700/105, 3-5=-712/99, 5-6=-268/117, 11-13=0/533, 1-13=0/533, 6-8=-357/128 BOT CHORD 9-11=-2/504, 8-9=-30/638 WEBS 3-9=-28/425, 5-9=-252/117, 2-11=-576/38, 5-8=-677/69, 1-14=-792/36 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) 14 except (jt=lb) 8=119. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss BGR Truss Type Hip Girder Qty 1 Ply 1 18-4766 Job Reference (optional) I37420974 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Tv?sn3Uw8JgBxK1s2DiLV4VsPe1ro8EnjdaCB_z6z9h Scale = 1:40.8 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11161718 19 5x9 5x9 4x12 5x6 4x6 2x4 3x4 3x4 2x4 3x8 2x4 4x12 5x6 4-0-04-0-0 7-11-73-11-7 12-0-94-1-3 16-0-03-11-7 20-0-04-0-0 -2-3-12 2-3-12 4-0-0 4-0-0 7-11-7 3-11-7 12-0-9 4-1-3 16-0-0 3-11-7 20-0-0 4-0-0 22-3-12 2-3-12 1-2-143-9-13-10-141-2-143-9-18.00 12 Plate Offsets (X,Y)-- [2:0-9-15,0-0-3], [4:0-4-8,0-1-3], [7:0-4-8,0-1-3], [9:0-9-15,0-0-3] 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 0.88 0.46 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.03 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 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 SLIDER Left 2x8 SP No.2 2-5-10, Right 2x8 SP No.2 2-5-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except 2-0-0 oc purlins (4-1-14 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1284/0-3-8, 9=1285/0-3-8 Max Uplift 2=-75(LC 4), 9=-75(LC 4) Max Grav 2=1306(LC 11), 9=1307(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1522/0, 4-5=-1816/0, 5-6=-1808/0, 6-7=-1810/0, 7-9=-1526/0 BOT CHORD 2-15=0/1104, 13-15=0/1098, 12-13=0/1763, 11-12=0/1100, 9-11=0/1107 WEBS 4-13=0/882, 5-13=-295/78, 6-12=-296/79, 7-12=0/871 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) 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, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 28 lb up at 2-0-12, and 100 lb down and 28 lb up at 17-11-4 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. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 14=-79 15=-79 13=-79 12=-79 11=-79 16=-68(B) 17=-79 18=-79 19=-68(B) June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss CGR Truss Type SPECIAL Qty 1 Ply 3 18-4766 Job Reference (optional) I37420975 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-x6ZE?OVZudo2YUc3bwDa1H2602IcXRGwyGKmkQz6z9g Scale = 1:40.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 5x9 5x10 MT18HS 4x8 MT18HS 5x9 3x8 MT18HS 5x6 10x10 10x10 3x6 3x6 8x8 10x10 5x6 4x8 MT18HS 5x6 3-11-03-11-0 9-1-05-2-0 11-1-02-0-0 14-7-03-6-0 18-1-03-6-0 20-0-01-11-0 -1-11-4 1-11-4 3-11-0 3-11-0 9-1-0 5-2-0 11-1-0 2-0-0 14-7-0 3-6-0 18-1-0 3-6-0 20-0-0 1-11-0 2-1-44-6-123-2-124-8-92-1-44-6-128.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [3:0-4-8,0-1-3], [4:0-5-0,0-0-14], [7:0-4-8,0-1-3], [8:0-2-8,0-2-4], [9:Edge,0-3-8], [10:0-3-8,0-5-0], [11:0-3-8,0-4-0], [15:0-3-8,0-5-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.57 0.81 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.30 0.04 (loc) 11-12 11-12 9 l/defl >999 >776 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 366 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 6-12,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-7 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=8158/0-3-8, 9=8509/0-3-8 Max Horz 16=60(LC 4) Max Uplift 16=-176(LC 4), 9=-292(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7290/155, 3-4=-9693/244, 4-5=-11884/276, 5-6=-13719/341, 6-7=-11131/371, 7-8=-5402/236, 2-16=-7136/196, 8-9=-7803/305 BOT CHORD 13-15=-34/6017, 12-13=-261/13735, 11-12=-293/11128, 10-11=-137/4662 WEBS 3-15=-65/807, 3-13=-119/4708, 4-13=-77/6280, 5-13=-7132/246, 5-12=-433/0, 6-12=0/3340, 6-11=-2728/97, 7-11=-206/8569, 7-10=-2630/98, 2-15=-25/6604, 8-10=-227/6553 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 16=176, 9=292. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb up at 13-0-12, 59 lb up at 15-0-12, and 59 lb up at 17-0-12, and 142 lb up at 18-1-0 on top chord, and 1403 lb down and 7 lb up at 0-11-15, 1402 lb down and 8 lb up at 2-11-15, 1402 lb down and 8 lb up at 4-11-15, 1402 lb down and 8 lb up at 6-11-15, 1402 lb down and 8 lb up at 8-11-15, 1965 lb down and 6 lb up at 10-11-15, 1397 lb down and 9 lb up at 12-11-15, 43 lb up at 13-0-12, 1397 lb down and 9 lb up at 14-11-15, 43 lb up at 15-0-12, 1397 lb down and 9 lb up at 16-11-15, 43 lb up at 17-0-12, and 70 lb up at 18-0-4, and 1954 lb down and 4 lb up at 18-11-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss CGR Truss Type SPECIAL Qty 1 Ply 3 18-4766 Job Reference (optional) I37420975 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:27 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-x6ZE?OVZudo2YUc3bwDa1H2602IcXRGwyGKmkQz6z9g NOTES- 12) 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: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 7=56(F) 13=-1402(B) 12=-1965(B) 11=-1397(B) 10=10(F) 17=22(F) 18=22(F) 19=22(F) 20=-1403(B) 21=-1402(B) 22=-1402(B) 23=-1402(B) 24=-1390(F=7, B=-1397) 25=7(F) 26=-1390(F=7, B=-1397) 27=-1954(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss D Truss Type COMMON Qty 1 Ply 1 18-4766 Job Reference (optional) I37420976 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-x6ZE?OVZudo2YUc3bwDa1H2Cz2KhXdDwyGKmkQz6z9g Scale = 1:41.2 1 2 3 4 5 6 7 8 9 10 4x6 3x8 3x4 5x9 2x4 2x4 3x8 3x4 9-0-09-0-0 18-0-09-0-0 -0-11-4 0-11-4 4-7-12 4-7-12 9-0-0 4-4-4 13-4-4 4-4-4 18-0-0 4-7-12 18-11-4 0-11-4 0-8-46-8-40-8-48.00 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge], [8:0-4-1,Edge], [10:0-4-8,0-3-0] 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 0.19 0.68 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.03 (loc) 8-10 8-10 8 l/defl >999 >652 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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 2-8-14, Right 2x4 SPF Stud/No.3 2-8-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=776/0-3-8, 8=776/0-3-8 Max Uplift 2=-71(LC 4), 8=-71(LC 4) Max Grav 2=823(LC 8), 8=823(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1028/103, 4-5=-817/94, 5-6=-817/94, 6-8=-1028/103 BOT CHORD 2-10=-7/767, 8-10=-7/767 WEBS 5-10=-20/544, 6-10=-283/118, 4-10=-283/118 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, 8. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss DGR Truss Type HOWE Qty 1 Ply 2 18-4766 Job Reference (optional) I37420977 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-PI7cCkWBfwwvAeAF9ekpaVaDFRiBGud4Bw3JGtz6z9f Scale = 1:42.9 1 2 3 4 5 6 7 11 10 9 81213141516 17 186x10 6x12 MT18HS 4x9 4x16 4x9 10x10 4x16 4x9 6x10 4-8-64-8-6 9-0-04-3-10 13-3-104-3-10 18-0-04-8-6 -0-11-4 0-11-4 4-8-6 4-8-6 9-0-0 4-3-10 13-3-10 4-3-10 18-0-0 4-8-6 18-11-4 0-11-4 0-8-46-8-40-8-48.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-1], [6:0-1-8,0-2-1], [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 0.80 0.54 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.26 0.06 (loc) 8-9 8-9 6 l/defl >999 >833 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 222 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 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=7367/0-3-8, 6=7753/0-3-8 Max Uplift 2=-57(LC 4), 6=-56(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10519/30, 3-4=-7401/75, 4-5=-7401/75, 5-6=-10485/39 BOT CHORD 2-11=0/8434, 9-11=0/8434, 8-9=0/8407, 6-8=0/8407 WEBS 3-11=0/3666, 4-9=-7/7860, 5-8=0/3625, 3-9=-2952/68, 5-9=-2918/77 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2118 lb down and 27 lb up at 2-7-5, 1708 lb down at 4-8-1, 1581 lb down at 6-8-1, 1690 lb down at 8-8-1, 1813 lb down and 1 lb up at 10-8-1, 1870 lb down and 5 lb up at 12-8-1, and 1397 lb down and 9 lb up at 14-8-1, and 1397 lb down and 9 lb up at 16-8-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 Continued on page 2 June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss DGR Truss Type HOWE Qty 1 Ply 2 18-4766 Job Reference (optional) I37420977 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:28 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-PI7cCkWBfwwvAeAF9ekpaVaDFRiBGud4Bw3JGtz6z9f LOAD CASE(S) Standard Uniform Loads (plf) Vert: 2-6=-20, 1-4=-60, 4-7=-60 Concentrated Loads (lb) Vert: 11=-1708(B) 12=-2118(B) 13=-1581(B) 14=-1690(B) 15=-1813(B) 16=-1870(B) 17=-1397(B) 18=-1397(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss DGR1 Truss Type HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420978 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-uUh_Q4XpQE2moolRjLF27i7SBr_6?ORDPapsoJz6z9e Scale = 1:33.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 25 26 5x9 3x6 3x10 4x6 2x4 6x6 4x6 6x8 2x4 5x9 2x4 3x10 1-4-111-4-11 6-5-05-0-5 11-7-05-2-1 16-7-55-0-5 18-0-01-4-11 -0-11-4 0-11-4 1-4-11 1-4-11 6-5-0 5-0-5 11-7-0 5-2-1 16-7-5 5-0-5 18-0-0 1-4-11 18-11-4 0-11-4 0-8-41-5-111-7-60-8-41-5-118.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-1-7,0-5-11], [2:0-0-12,0-1-1], [3:0-4-8,0-1-3], [7:0-4-8,0-1-3], [8:0-0-12,0-1-1], [8:0-1-7,0-5-11], [8:0-5-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.53 0.75 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.44 0.03 (loc) 11-12 11-12 8 l/defl >999 >486 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except 2-0-0 oc purlins (3-3-3 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=796/0-3-8, 8=796/0-3-8 Max Uplift 2=-105(LC 4), 8=-105(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1245/79, 3-4=-2549/231, 4-6=-2505/225, 6-7=-2505/225, 7-8=-1260/81 BOT CHORD 2-14=-32/951, 12-14=-38/921, 11-12=-185/2549, 10-11=-39/930, 8-10=-33/963 WEBS 3-14=0/288, 3-12=-151/1667, 4-12=-303/100, 6-11=-306/101, 7-11=-143/1612, 7-10=0/302 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) 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) except (jt=lb) 2=105, 8=105. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb up at 1-4-11, 40 lb up at 3-5-11, 40 lb up at 5-5-11, 40 lb up at 7-5-11, 40 lb up at 9-5-11, 40 lb up at 11-5-11, 40 lb up at 13-5-11, and 40 lb up at 15-5-11 , and 46 lb up at 16-7-5 on top chord, and 23 lb down and 13 lb up at 1-4-11, at 3-5-11, at 5-5-11, at 7-5-11, at 9-5-11, at 11-5-11, at 13-5-11, and at 15-5-11, and 23 lb down and 13 lb up at 16-6-5 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. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 7-9=-60, 2-8=-20 Continued on page 2 June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss DGR1 Truss Type HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420978 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:29 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-uUh_Q4XpQE2moolRjLF27i7SBr_6?ORDPapsoJz6z9e LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-23(F) 10=-23(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss DT1 Truss Type SPECIAL Qty 1 Ply 1 18-4766 Job Reference (optional) I37420979 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-MhFMdQYRBYAdPyKeH3nHfwgcEFM4kuzNeEYQKlz6z9d Scale = 1:33.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 4x9 4x9 2x4 6x6 6x6 2x4 4x16 3x6 3x4 2x4 3x10 4x16 7x12 7x12 2-3-82-3-8 3-0-00-8-8 6-11-73-11-7 11-0-94-1-3 15-0-03-11-7 15-8-80-8-8 18-0-02-3-8 -0-11-4 0-11-4 2-0-0 2-0-0 3-0-0 1-0-0 6-11-7 3-11-7 11-0-9 4-1-3 15-0-0 3-11-7 16-0-0 1-0-0 18-0-0 2-0-0 18-11-4 0-11-4 0-8-42-6-92-8-40-8-41-0-02-6-98.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-2-12,0-1-13], [4:0-4-8,0-1-3], [7:0-4-8,0-1-3], [9:0-2-12,0-1-13], [9:Edge,0-2-12], [13:0-0-0,0-1-12], [14:0-5-0,0-2-0], [17:0-5-0,0-2-0], [18:0-0-0,0-1-12] 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 0.64 0.64 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.21 (loc) 15-16 15-16 11 l/defl >999 >554 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 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* 3-19,8-12: 2x4 SPF No.2, 2-20,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-10 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=769/0-3-8, 11=769/0-3-8 Max Uplift 20=-93(LC 4), 11=-93(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1188/54, 3-4=-1340/69, 4-5=-2306/170, 5-6=-2303/166, 6-7=-2305/168, 7-8=-1341/70, 8-9=-1188/54, 2-20=-961/88, 9-11=-961/88 BOT CHORD 17-18=0/1151, 16-17=0/1280, 15-16=-71/2304, 14-15=0/1280, 13-14=0/1151 WEBS 4-16=-98/1079, 5-16=-271/82, 6-15=-270/81, 7-15=-96/1078, 18-20=0/668, 11-13=0/668 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) 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) 20, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss DT2 Truss Type SPECIAL Qty 1 Ply 1 18-4766 Job Reference (optional) I37420980 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-MhFMdQYRBYAdPyKeH3nHfwgbqFLnkoLNeEYQKlz6z9d Scale = 1:33.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 4x9 4x9 2x4 3x6 3x6 2x4 4x9 3x4 4x9 7x12 7x12 4x9 4x9 2-3-82-3-8 4-6-02-2-8 13-6-09-0-0 15-8-82-2-8 18-0-02-3-8 -0-11-4 0-11-4 2-0-0 2-0-0 4-6-0 2-6-0 9-0-0 4-6-0 13-6-0 4-6-0 15-8-8 2-2-8 18-0-0 2-3-8 18-11-4 0-11-4 0-8-43-6-93-8-40-8-41-0-03-6-98.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-2-12,0-1-13], [4:0-4-8,0-1-3], [6:0-4-8,0-1-3], [8:0-2-12,0-1-13], [8:Edge,0-2-12], [12:0-3-8,0-0-0], [15:0-3-8,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.66 0.66 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.48 0.18 (loc) 13-14 13-14 10 l/defl >999 >437 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 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* 2-17,8-10: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-4 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)17=769/0-3-8, 10=769/0-3-8 Max Uplift 17=-89(LC 4), 10=-89(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1295/53, 3-4=-1250/44, 4-5=-1058/56, 5-6=-1058/56, 6-7=-1250/44, 7-8=-1295/53, 2-17=-992/84, 8-10=-992/84 BOT CHORD 14-15=0/1267, 13-14=-29/1345, 12-13=0/1267 WEBS 3-15=0/292, 7-12=0/292, 4-14=0/423, 5-14=-358/112, 5-13=-358/112, 6-13=0/423, 15-17=0/774, 10-12=0/774 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) 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) 17, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss DT3 Truss Type SPECIAL Qty 1 Ply 1 18-4766 Job Reference (optional) I37420981 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-qtplqmY3yrIU16vqqmIWC7CmmfltTJGWtuIztCz6z9c Scale = 1:33.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 4x9 4x9 2x4 3x6 3x6 2x4 4x6 4x9 7x12 7x12 4x9 4x9 2-3-82-3-8 6-0-03-8-8 12-0-06-0-0 15-8-83-8-8 18-0-02-3-8 -0-11-4 0-11-4 2-3-8 2-3-8 6-0-0 3-8-8 12-0-0 6-0-0 16-0-0 4-0-0 18-0-0 2-0-0 18-11-4 0-11-4 0-8-44-6-94-8-40-8-41-0-04-6-98.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-2-12,0-1-13], [4:0-4-8,0-1-3], [5:0-4-8,0-1-3], [7:0-2-12,0-1-13], [7:Edge,0-2-12], [11:0-3-8,0-0-0], [14:0-3-8,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.41 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.21 0.18 (loc) 12-13 12-13 9 l/defl >999 >995 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-15,6-10: 2x4 SPF No.2, 2-16,7-9: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-5 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=769/0-3-8, 9=769/0-3-8 Max Uplift 16=-86(LC 4), 9=-86(LC 4) Max Grav 16=776(LC 8), 9=776(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1334/54, 3-4=-1085/72, 4-5=-911/89, 5-6=-1085/72, 6-7=-1334/55, 2-16=-990/78, 7-9=-990/78 BOT CHORD 15-16=-8/291, 13-14=0/1402, 12-13=0/852, 11-12=0/1402, 9-10=-8/291 WEBS 3-14=0/346, 6-11=0/346, 3-13=-560/49, 4-13=0/296, 5-12=0/297, 6-12=-560/50, 14-16=0/758, 9-11=0/758 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) 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) 16, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss DT4 Truss Type SPECIAL Qty 1 Ply 1 18-4766 Job Reference (optional) I37420982 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-I3N726Zhj9QLfFU0OUplkLlxL341ClAg6Y1XPez6z9b Scale = 1:34.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 4x9 4x9 2x4 3x6 3x6 2x4 4x6 4x9 7x12 7x12 4x9 4x9 2-3-82-3-8 7-6-05-2-8 10-6-03-0-0 15-8-85-2-8 18-0-02-3-8 -0-11-4 0-11-4 2-0-0 2-0-0 7-6-0 5-6-0 10-6-0 3-0-0 16-0-0 5-6-0 18-0-0 2-0-0 18-11-4 0-11-4 0-8-45-6-95-8-40-8-41-0-05-6-98.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-2-12,0-1-13], [4:0-4-8,0-1-3], [5:0-4-8,0-1-3], [7:0-2-12,0-1-13], [7:Edge,0-2-12], [11:0-3-8,0-0-0], [14:0-3-8,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.66 0.48 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.21 (loc) 13 13-14 9 l/defl >999 >965 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 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* 3-15,6-10: 2x4 SPF No.2, 2-16,7-9: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=769/0-3-8, 9=769/0-3-8 Max Uplift 16=-82(LC 4), 9=-82(LC 4) Max Grav 16=792(LC 8), 9=792(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1431/68, 3-4=-973/73, 4-5=-797/95, 5-6=-974/72, 6-7=-1431/69, 2-16=-1010/73, 7-9=-1010/73 BOT CHORD 15-16=-20/341, 13-14=-13/1577, 12-13=0/713, 11-12=-14/1577, 9-10=-20/341 WEBS 3-14=0/385, 6-11=0/384, 3-13=-866/105, 4-13=0/257, 5-12=0/257, 6-12=-865/106, 14-16=0/817, 9-11=0/817 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) 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) 16, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss DT5 Truss Type SPECIAL Qty 1 Ply 1 18-4766 Job Reference (optional) I37420983 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-mFwVFSaKUTYCHP3DyBK_HYIAuSPaxF8pKCn4x4z6z9a Scale = 1:42.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 4x6 2x4 2x4 4x12 4x12 2x4 2x4 5x9 4x6 4x6 6x8 6x8 2-3-82-3-8 9-0-06-8-8 15-8-86-8-8 18-0-02-3-8 -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 0-8-46-8-40-8-41-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-13], [2:Edge,0-2-4], [8:Edge,0-2-4], [8:0-2-12,0-1-13], [12:0-4-4,0-2-0], [14:0-4-4,0-2-0] 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 0.42 0.52 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.25 0.16 (loc) 13-14 13-14 10 l/defl >999 >834 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* 3-15,7-11,2-16,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=772/0-3-8, 10=772/0-3-8 Max Uplift 16=-77(LC 4), 10=-77(LC 4) Max Grav 16=811(LC 8), 10=811(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-892/22, 3-4=-1853/89, 4-5=-881/79, 5-6=-881/79, 6-7=-1853/89, 7-8=-892/22, 2-16=-716/59, 8-10=-716/59 BOT CHORD 15-16=-1/651, 13-14=0/914, 12-13=0/914, 10-11=-1/651 WEBS 3-14=-524/76, 7-12=-524/76, 5-13=-26/728, 6-13=-421/98, 4-13=-421/98, 4-14=-7/784, 6-12=-7/784 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) 16, 10. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss E Truss Type MONO TRUSS Qty 10 Ply 1 18-4766 Job Reference (optional) I37420984 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-mFwVFSaKUTYCHP3DyBK_HYI9pSQYxELpKCn4x4z6z9a Scale = 1:22.5 1 2 3 4 7 6 5 8 9 4x6 3x6 3x4 3x4 2x4 3x6 6-5-16-5-1 11-11-85-6-7 -0-11-4 0-11-4 6-5-1 6-5-1 11-11-8 5-6-7 0-3-143-3-121-6-43-3-123.00 12 Plate Offsets (X,Y)-- [2:0-3-4,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 0.49 0.46 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.16 0.02 (loc) 2-7 2-7 9 l/defl >999 >856 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=538/0-3-8, 9=446/0-1-8 Max Horz 2=81(LC 6) Max Uplift 2=-114(LC 6), 9=-77(LC 6) Max Grav 2=560(LC 9), 9=513(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1156/131, 6-8=-26/373, 4-8=-26/373 BOT CHORD 2-7=-158/1079, 6-7=-158/1079 WEBS 3-7=0/256, 3-6=-1020/181, 4-9=-536/81 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) 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) 9 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) 9. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 2=114. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss EG Truss Type GABLE Qty 1 Ply 1 18-4766 Job Reference (optional) I37420985 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-ESUtTobyFmg3uZePWurDqmqJysokgpQyZsWdTWz6z9Z Scale = 1:20.7 Sheet BackFull Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 12 11 10 9 83x4 -0-11-4 0-11-4 11-11-8 11-11-8 0-3-143-3-123.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.53 0.33 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 0.08 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 41 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-8. (lb) - Max Horz 2=39(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10 except 11=-289(LC 12), 12=-123(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11 except 2=271(LC 1), 12=699(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-489/201 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 10 except (jt=lb) 11=289, 12=123. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss EGR Truss Type HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420986 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-ie2Fg7ba04ovWjDb3cMSMzNVxGBzPFD6oWGB0zz6z9Y Scale = 1:24.9 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 5x9 5x9 2x4 2x4 3x4 3x8 2x4 3x4 3x8 3x8 2-0-02-0-0 6-6-04-6-0 11-0-04-6-0 13-0-02-0-0 -1-11-4 1-11-4 2-0-0 2-0-0 6-6-0 4-6-0 11-0-0 4-6-0 13-0-0 2-0-0 2-1-43-3-73-5-42-1-43-3-78.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-4-8,0-1-3], [5:0-4-8,0-1-3] 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 0.51 0.08 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS.(lb/size)11=534/0-3-8, 7=642/0-3-8 Max Horz 11=62(LC 4) Max Uplift 11=-334(LC 4), 7=-227(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/245, 3-4=-452/369, 4-5=-452/369, 5-6=-261/241, 2-11=-537/353, 6-7=-375/303 WEBS 3-9=-195/321, 4-9=-269/168, 5-9=-174/289, 2-10=-158/292, 6-8=-229/284 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) -1-11-4 to 12-10-4; 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) 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) except (jt=lb) 11=334, 7=227. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb up at 2-0-0, 60 lb up at 4-0-12, 60 lb up at 6-0-12, 60 lb up at 8-0-12, and 60 lb up at 9-11-4, and 145 lb up at 11-0-0 on top chord, and 68 lb up at 2-0-0, 41 lb up at 4-0-12, 41 lb up at 6-0-12, 41 lb up at 8-0-12, and 41 lb up at 9-11-4, and 68 lb up at 10-11-4 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. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 3=51(F) 5=51(F) 7=-263 10=9(F) 8=9(F) 12=20(F) 13=20(F) 14=20(F) 15=20(F) 16=7(F) 17=7(F) 18=7(F) 19=7(F) June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss F2 Truss Type MONO Qty 5 Ply 1 18-4766 Job Reference (optional) I37420987 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-AqcduTcCnOwm8tondJthvBwlmgWL8kgF0A?kYPz6z9X Scale = 1:11.0 1 2 3 4 5 2x4 2x4 2x4 3-10-03-10-0 3-11-80-1-8 -1-3-4 1-3-4 3-10-0 3-10-0 3-11-8 0-1-8 0-3-151-7-124.00 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 0.19 0.13 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: 12 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=248/0-3-8, 4=130/0-3-8 Max Horz 2=40(LC 6) Max Uplift 2=-107(LC 6), 4=-30(LC 6) Max Grav 2=251(LC 9), 4=139(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 20.0 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) 4 except (jt=lb) 2=107. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss F3 Truss Type MONO Qty 4 Ply 1 18-4766 Job Reference (optional) I37420988 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-AqcduTcCnOwm8tondJthvBwfYgT48kgF0A?kYPz6z9X Scale = 1:15.4 1 2 3 4 5 2x4 2x4 2x4 5-10-05-10-0 5-11-80-1-8 -1-3-4 1-3-4 5-10-0 5-10-0 5-11-8 0-1-8 0-3-152-3-124.00 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 0.52 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.00 (loc) 2-4 2-4 4 l/defl >999 >440 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=322/0-3-8, 4=216/0-3-8 Max Horz 2=48(LC 6) Max Uplift 2=-120(LC 6), 4=-55(LC 6) Max Grav 2=329(LC 9), 4=239(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 20.0 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) 4 except (jt=lb) 2=120. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss F4 Truss Type MONO Qty 3 Ply 1 18-4766 Job Reference (optional) I37420989 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-f1A05pdqYh2dl1N_B1PwROSv74mHtACPFqlI4rz6z9W Scale = 1:19.9 1 2 3 4 5 6 2x4 2x4 3x4 2x4 7-10-07-10-0 7-11-80-1-8 -1-3-4 1-3-4 5-2-5 5-2-5 7-10-0 2-7-11 7-11-8 0-1-8 0-3-152-11-124.00 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 0.21 0.54 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.00 (loc) 2-5 2-5 5 l/defl >507 >203 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 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=400/0-3-8, 5=299/0-3-8 Max Horz 2=53(LC 6) Max Uplift 2=-126(LC 6), 5=-67(LC 6) Max Grav 2=411(LC 9), 5=339(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-389/144 BOT CHORD 2-5=-124/325 WEBS 3-5=-381/191 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) 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) 5 except (jt=lb) 2=126. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss F5 Truss Type MONO HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420990 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-f1A05pdqYh2dl1N_B1PwROSoI4rttA4PFqlI4rz6z9W Scale = 1:18.2 1 2 3 4 6 5 4x16 2x4 2x4 2x4 3x4 5-4-105-4-10 7-11-82-6-14 -1-3-4 1-3-4 5-4-10 5-4-10 7-11-8 2-6-14 0-3-151-11-142-1-81-8-60-3-81-11-144.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [3:0-8-0,0-1-0] 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-P 0.65 0.24 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 2-6 2-6 5 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=400/0-3-8, 5=299/0-1-8 Max Horz 2=41(LC 6) Max Uplift 2=-130(LC 6), 5=-65(LC 6) Max Grav 2=567(LC 15), 5=325(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-459/42 BOT CHORD 2-6=-13/354, 5-6=-19/346 WEBS 3-5=-427/54 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=130. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss F6 Truss Type JACK Qty 1 Ply 1 18-4766 Job Reference (optional) I37420991 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-7DkOI9eSJ?AUNAxAlkw9_c??DTCaceAYUUUrcIz6z9V Scale = 1:10.2 1 2 5 3 4 2x8 3-1-93-1-9 -2-0-7 2-0-7 3-1-9 3-1-9 0-5-31-3-00-10-71-3-03.12 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.57 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=26/Mechanical, 2=303/0-5-10, 4=28/Mechanical Max Horz 2=62(LC 6) Max Uplift 3=-66(LC 8), 2=-156(LC 6) Max Grav 3=50(LC 12), 2=376(LC 8), 4=57(LC 5) 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=156. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss F7 Truss Type JACK Qty 4 Ply 1 18-4766 Job Reference (optional) I37420992 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-7DkOI9eSJ?AUNAxAlkw9_c?5GTE3ceAYUUUrcIz6z9V Scale = 1:9.3 1 2 5 3 4 2x4 2-0-102-0-10 -1-3-4 1-3-4 2-0-10 2-0-10 0-5-31-3-80-10-41-3-85.00 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 0.19 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=19/Mechanical, 2=190/0-3-8, 4=18/Mechanical Max Horz 2=63(LC 6) Max Uplift 3=-39(LC 8), 2=-92(LC 6) Max Grav 3=35(LC 12), 2=235(LC 8), 4=37(LC 5) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss FGR Truss Type MONO HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420993 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-bPImWVf44JIL?KWMISROXpX7VtXNL0Xij8EO9kz6z9U Scale = 1:18.2 1 2 3 4 6 5 7 8 9 10 11 12 6x6 2x4 3x4 3x4 2x4 4x6 2-10-92-10-9 7-11-85-0-15 -1-3-4 1-3-4 2-10-9 2-10-9 7-11-8 5-0-15 0-3-151-1-141-3-80-8-60-5-81-1-144.00 12 Plate Offsets (X,Y)-- [2:0-3-6,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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.73 0.24 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=400/0-3-8, 5=309/0-1-8 Max Horz 2=35(LC 6) Max Uplift 2=-133(LC 6), 5=-60(LC 6) Max Grav 2=491(LC 15), 5=418(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-715/68 BOT CHORD 2-6=-50/673, 5-6=-63/668 WEBS 3-5=-676/76 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=133. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb up at 2-10-10, 1 lb down and 24 lb up at 4-11-1, and 2 lb down and 23 lb up at 6-11-1, and 8 lb down and 18 lb up at 7-9-12 on top chord, and at 2-10-10, at 4-11-1, and at 6-11-1, and 19 lb down at 7-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss FGR Truss Type MONO HIP Qty 1 Ply 1 18-4766 Job Reference (optional) I37420993 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:39 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-bPImWVf44JIL?KWMISROXpX7VtXNL0Xij8EO9kz6z9U LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 5=-10(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss FGR1 Truss Type MONO TRUSS Qty 1 Ply 1 18-4766 Job Reference (optional) I37420994 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-3cr8jrfjrcRCcU5Zs9yd314QEHo64PZrxozyhAz6z9T Scale = 1:11.0 1 2 3 4 6 5 5x6 2x4 3x4 3x4 6x10 2-0-122-0-12 3-11-81-10-12 -1-3-4 1-3-4 2-0-12 2-0-12 3-11-8 1-10-12 0-3-151-7-124.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [3:0-0-0,0-1-14], [3:0-5-3,0-3-0], [4:0-2-14,0-2-8] 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 0.22 0.53 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=707/Mechanical, 2=774/0-3-8 Max Horz 2=43(LC 6) Max Grav 5=716(LC 9), 2=777(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1183/0, 3-4=-1145/0, 4-5=-495/0 BOT CHORD 2-6=0/1085 WEBS 4-6=0/1322 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1102 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-1102(B) June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss G Truss Type Jack-Open Qty 7 Ply 1 18-4766 Job Reference (optional) I37420995 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-3cr8jrfjrcRCcU5Zs9yd314JcHuE4YwrxozyhAz6z9T Scale = 1:23.3 1 2 3 5 4 2x4 2x4 3x6 3x4 4-0-04-0-0 -2-3-12 2-3-12 4-0-0 4-0-0 1-2-143-10-148.00 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 0.64 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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)5=345/0-3-8, 4=99/0-3-8 Max Horz 5=85(LC 4) Max Uplift 5=-129(LC 4), 4=-7(LC 6) Max Grav 5=401(LC 6), 4=135(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-364/151 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) 4 except (jt=lb) 5=129. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss G1 Truss Type Half Hip Girder Qty 2 Ply 1 18-4766 Job Reference (optional) I37420996 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-XoPWxBgLbwZ3EeglQsTscEdS5hGGp_q_ASjVDcz6z9S Scale = 1:16.5 1 2 3 4 7 6 5 4x9 2x4 4x6 2x4 3x4 3x6 2-0-02-0-0 4-0-02-0-0 -2-3-12 2-3-12 2-0-0 2-0-0 4-0-0 2-0-0 1-2-142-5-12-6-142-5-18.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-3] 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 0.72 0.02 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=74/Mechanical, 7=317/0-3-8 Max Horz 7=81(LC 4) Max Uplift 5=-33(LC 6), 7=-153(LC 4) Max Grav 5=125(LC 15), 7=373(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-361/159 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) -2-3-12 to 3-10-4; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=153. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 79 lb up at 2-0-0 on top chord, and 52 lb down and 93 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=26(B) 6=28(B) June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss G2 Truss Type Diagonal Hip Girder Qty 2 Ply 1 18-4766 Job Reference (optional) I37420997 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-XoPWxBgLbwZ3EeglQsTscEdUbhFzp?K_ASjVDcz6z9S Scale = 1:17.2 1 2 3 5 4 6 2x4 4x6 2x4 3x4 2-8-72-8-7 -3-3-4 3-3-4 2-8-7 2-8-7 1-2-142-6-35.66 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.63 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=447/0-4-15, 4=-49/Mechanical Max Horz 5=85(LC 7) Max Uplift 5=-263(LC 6), 4=-194(LC 8) Max Grav 5=632(LC 8), 4=71(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-608/278 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 18.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=263, 4=194. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss G3 Truss Type Jack-Open Qty 2 Ply 1 18-4766 Job Reference (optional) I37420998 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-?_zv8XhzMEhwsoFx_a_58S9fI5XJYS98P6S2m3z6z9R Scale = 1:16.7 1 2 5 3 43x4 3x6 2-0-02-0-0 -2-3-12 2-3-12 2-0-0 2-0-0 1-2-142-6-142-1-112-6-148.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.63 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=320/0-3-8, 3=-18/Mechanical, 4=-7/Mechanical Max Horz 5=152(LC 4) Max Uplift 5=-104(LC 4), 3=-99(LC 6), 4=-28(LC 6) Max Grav 5=447(LC 6), 3=67(LC 5), 4=30(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-382/130 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) 3, 4 except (jt=lb) 5=104. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss H Truss Type MONO Qty 12 Ply 1 18-4766 Job Reference (optional) I37420999 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-?_zv8XhzMEhwsoFx_a_58S9kB5YkYS98P6S2m3z6z9R Scale = 1:24.4 1 2 3 5 4 2x8 2x8 2x4 5-1-115-1-11 5-3-30-1-8 -0-11-4 0-11-4 5-1-11 5-1-11 5-3-3 0-1-8 0-8-44-2-68.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [5:0-4-0,0-0-8], [5:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.32 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.07 0.00 (loc) 4-5 4-5 4 l/defl >999 >913 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=271/0-3-8, 4=192/0-3-8 Max Horz 5=43(LC 4) Max Uplift 5=-63(LC 4), 4=-23(LC 4) Max Grav 5=271(LC 1), 4=216(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) 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) 5, 4. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss H1 Truss Type MONO HIP Qty 2 Ply 1 18-4766 Job Reference (optional) I37421000 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-TBXHMtib7XpnTyq8XHVKhfiwTUwTHvUHdmCcIVz6z9Q Scale = 1:19.3 1 2 3 4 5 7 6 4x9 2x4 3x4 2x4 3x4 2x4 3-9-33-9-3 5-3-31-6-0 -0-11-4 0-11-4 3-9-3 3-9-3 5-3-3 1-6-0 0-8-43-0-113-2-63-0-118.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [4:0-4-8,0-1-3] 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 0.22 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-7 2-7 6 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 SLIDER Left 2x4 SPF Stud/No.3 2-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=200/Mechanical, 2=266/0-3-8 Max Horz 2=18(LC 4) Max Uplift 6=-38(LC 4), 2=-62(LC 4) Max Grav 6=213(LC 8), 2=266(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) 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 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. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss H2 Truss Type MONO HIP Qty 2 Ply 1 18-4766 Job Reference (optional) I37421001 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-xN5fZCiDurxe55PK5?1aEsF6?uG40LORsQx9qxz6z9P Scale = 1:14.4 1 2 3 4 6 5 7 8 4x9 2x4 4x6 3x4 3x8 2x4 2-3-32-3-3 5-3-33-0-0 -0-11-4 0-11-4 2-3-3 2-3-3 5-3-3 3-0-0 0-8-42-0-92-2-62-0-98.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [3:0-4-8,0-1-3] 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 0.17 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=272/Mechanical, 2=370/0-3-8 Max Horz 2=20(LC 10) Max Uplift 5=-61(LC 4), 2=-97(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-364/58 WEBS 3-5=-267/43 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 76 lb up at 2-3-3, and 88 lb down and 70 lb up at 3-3-15 on top chord, and 121 lb down and 35 lb up at 2-3-3, and 23 lb down at 3-3-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 3=-24(B) 6=-121(B) 7=-24(B) 8=-11(B) June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss H3 Truss Type JACK Qty 2 Ply 1 18-4766 Job Reference (optional) I37421002 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-xN5fZCiDurxe55PK5?1aEsF4au980MfRsQx9qxz6z9P Scale = 1:13.5 1 2 3 4 5 2x4 2x4 3x4 2x8 0-3-20-3-2 4-0-143-9-12 -1-2-1 1-2-1 4-0-14 4-0-14 0-6-32-1-124.80 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-7,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.26 0.52 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: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=125/Mechanical, 2=253/0-7-13 Max Horz 2=39(LC 6) Max Uplift 4=-32(LC 6), 2=-107(LC 6) Max Grav 4=134(LC 9), 2=255(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 19.2 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=107. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss H4 Truss Type JACK Qty 4 Ply 1 18-4766 Job Reference (optional) I37421003 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-QZf1nYjrf93VjF_WfiYpm4nGAIbxlpva54hjMOz6z9O Scale = 1:13.9 1 2 5 3 4 3x4 2x8 3-4-03-4-0 -0-11-4 0-11-4 3-4-0 3-4-0 0-6-62-2-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [2:0-2-7,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 0.21 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=80/Mechanical, 2=199/0-3-8, 4=31/Mechanical Max Horz 2=96(LC 6) Max Uplift 3=-67(LC 6), 2=-61(LC 6) Max Grav 3=94(LC 12), 2=200(LC 9), 4=62(LC 5) 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss J Truss Type JACK Qty 12 Ply 1 18-4766 Job Reference (optional) I37421004 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-QZf1nYjrf93VjF_WfiYpm4nGCIcJlpva54hjMOz6z9O Scale = 1:14.7 1 2 5 3 4 2x8 2-5-132-5-13 -0-11-4 0-11-4 2-5-13 2-5-13 0-8-42-4-21-9-92-4-28.00 12 Plate Offsets (X,Y)-- [5:0-4-3,0-1-0] 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-R 0.20 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 2-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=170/0-3-8, 3=52/Mechanical, 4=21/Mechanical Max Horz 5=98(LC 4) Max Uplift 5=-30(LC 4), 3=-34(LC 4) Max Grav 5=179(LC 6), 3=77(LC 8), 4=41(LC 3) 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) 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) 5, 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss K Truss Type JACK Qty 3 Ply 1 18-4766 Job Reference (optional) I37421005 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-umDP_ukTQSBMKPZiDQ32JHKNjiu4UG9jKkQGvqz6z9N Scale = 1:22.0 1 2 5 3 4 4x6 3x8 2-5-132-5-13 -1-11-4 1-11-4 2-5-13 2-5-13 2-1-43-9-23-2-93-9-28.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.48 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=273/0-3-8, 3=17/Mechanical, 4=12/Mechanical Max Horz 5=174(LC 4) Max Uplift 5=-4(LC 4), 3=-55(LC 6), 4=-39(LC 4) Max Grav 5=351(LC 6), 3=83(LC 5), 4=44(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-307/71 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) 5, 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss K1 Truss Type MONO HIP Qty 2 Ply 1 18-4766 Job Reference (optional) I37421006 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-umDP_ukTQSBMKPZiDQ32JHKN9izOUGGjKkQGvqz6z9N Scale = 1:17.0 1 2 3 4 7 6 5 4x9 2x4 4x6 2x4 3x4 3x6 1-0-31-0-3 2-5-131-5-10 -1-11-4 1-11-4 1-0-3 1-0-3 2-5-13 1-5-10 2-1-42-7-112-9-62-7-118.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-3] 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 0.51 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=3/Mechanical, 7=221/0-3-8 Max Horz 7=68(LC 4) Max Uplift 5=-80(LC 6), 7=-174(LC 4) Max Grav 5=36(LC 9), 7=301(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-284/141 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) -1-11-4 to 2-4-1; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=174. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 43 lb up at 1-0-3 on top chord, and 197 lb up at 1-0-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=77(F) June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss K2 Truss Type JACK Qty 2 Ply 1 18-4766 Job Reference (optional) I37421007 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-MynoBEl6BmJDyZ7vm7aHrVtZ56GXDiOtYOApRGz6z9M Scale = 1:17.0 1 2 5 6 3 43x4 3x6 2-0-02-0-0 -1-11-4 1-11-4 2-0-0 2-0-0 1-9-62-9-62-3-112-9-66.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.44 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=269/0-3-8, 3=-3/Mechanical, 4=5/Mechanical Max Horz 5=145(LC 6) Max Uplift 5=-58(LC 6), 3=-75(LC 8), 4=-30(LC 6) Max Grav 5=364(LC 8), 3=40(LC 7), 4=31(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-320/110 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss K3 Truss Type MONO TRUSS Qty 2 Ply 1 18-4766 Job Reference (optional) I37421008 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-MynoBEl6BmJDyZ7vm7aHrVtWP6JvDimtYOApRGz6z9M Scale = 1:16.8 1 2 3 5 4 3x8 6x6 2x4 4x6 1-6-121-6-12 -3-2-12 3-2-12 1-6-12 1-6-12 2-1-42-8-124.80 12 Plate Offsets (X,Y)-- [4:0-3-0,0-4-4] 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-P 0.61 0.01 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-218/Mechanical, 5=522/0-5-13 Max Horz 5=119(LC 7) Max Uplift 4=-423(LC 8), 5=-338(LC 6) Max Grav 4=172(LC 6), 5=811(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-211/435, 2-5=-798/346 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 19.2 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=423, 5=338. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss L Truss Type JACK Qty 9 Ply 1 18-4766 Job Reference (optional) I37421009 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-q8KAPamky4R3aji5Kr5WOiPnZVeIy9e0n2vNziz6z9L Scale = 1:11.0 1 2 3 4 3x4 2x8 2-2-02-2-0 -0-11-4 0-11-4 2-2-0 2-2-0 0-6-61-7-61-1-111-7-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [2:0-2-7,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 0.20 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=37/Mechanical, 2=160/0-3-8, 4=20/Mechanical Max Horz 2=69(LC 6) Max Uplift 3=-36(LC 6), 2=-60(LC 6) Max Grav 3=51(LC 12), 2=178(LC 8), 4=39(LC 5) 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss L2 Truss Type JACK Qty 2 Ply 1 18-4766 Job Reference (optional) I37421010 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-q8KAPamky4R3aji5Kr5WOiPmdVd6y9e0n2vNziz6z9L Scale = 1:10.7 1 2 3 4 5 2x4 2x4 2x8 3x4 2-2-42-2-4 -1-6-12 1-6-12 2-2-4 2-2-4 0-8-41-6-124.80 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.26 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x4 SPF Stud/No.3 1-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=46/Mechanical, 2=211/0-5-13 Max Horz 2=30(LC 6) Max Uplift 5=-19(LC 8), 2=-107(LC 6) Max Grav 5=56(LC 12), 2=257(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.2 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=107. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss M Truss Type JACK Qty 6 Ply 1 18-4766 Job Reference (optional) I37421011 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-IKuYcwmMjNZwBtHHuYclxwyuNvvGhcuA0ifwV9z6z9K Scale = 1:20.4 1 2 5 3 4 3x4 3x6 2-0-02-0-0 -1-11-4 1-11-4 2-0-0 2-0-0 2-1-43-5-42-10-113-5-48.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.45 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=269/0-3-8, 3=-4/Mechanical, 4=6/Mechanical Max Horz 5=166(LC 4) Max Uplift 3=-76(LC 6), 4=-51(LC 4) Max Grav 5=364(LC 6), 3=74(LC 5), 4=40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-321/72 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) 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss M1 Truss Type JACK Qty 2 Ply 1 18-4766 Job Reference (optional) I37421012 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-IKuYcwmMjNZwBtHHuYclxwysqvvFhcuA0ifwV9z6z9K Scale = 1:20.0 1 2 5 6 3 43x4 4x6 2-8-72-8-7 -2-8-14 2-8-14 2-8-7 2-8-7 2-1-43-4-92-8-133-4-95.66 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.61 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=374/0-4-15, 3=-23/Mechanical, 4=17/Mechanical Max Horz 5=179(LC 6) Max Uplift 5=-114(LC 6), 3=-135(LC 8), 4=-24(LC 6) Max Grav 5=510(LC 8), 3=52(LC 7), 4=44(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-471/168 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 18.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=114, 3=135. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss N Truss Type JACK Qty 4 Ply 1 18-4766 Job Reference (optional) I37421013 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-mXSwqGn_Uhhnp0sUSF8_T7V4BJFcQ38JELOU2bz6z9J Scale = 1:20.1 1 2 5 3 4 3x4 3x6 1-11-01-11-0 -1-11-4 1-11-4 1-11-0 1-11-0 2-1-43-4-92-10-13-4-98.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.45 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=269/0-3-8, 3=-9/Mechanical, 4=4/Mechanical Max Horz 5=164(LC 4) Max Uplift 3=-82(LC 6), 4=-53(LC 4) Max Grav 5=368(LC 6), 3=72(LC 5), 4=39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-326/72 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) 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss N1 Truss Type JACK Qty 1 Ply 1 18-4766 Job Reference (optional) I37421014 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-mXSwqGn_Uhhnp0sUSF8_T7V1mJFaQ38JELOU2bz6z9J Scale = 1:19.8 1 2 5 6 3 43x4 4x6 2-7-02-7-0 -2-8-14 2-8-14 2-7-0 2-7-0 2-1-43-3-142-8-23-3-145.66 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.60 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=374/0-4-15, 3=-32/Mechanical, 4=16/Mechanical Max Horz 5=177(LC 6) Max Uplift 5=-114(LC 6), 3=-144(LC 8), 4=-27(LC 6) Max Grav 5=516(LC 8), 3=49(LC 7), 4=42(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-479/169 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 18.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=114, 3=144. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V1 Truss Type GABLE Qty 1 Ply 1 18-4766 Job Reference (optional) I37421015 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Ej0I1cocF?peRARg?zfD0L1Gyjer9WYTT?81a1z6z9I Scale = 1:29.6 1 2 3 4 5 6 7 12 11 10 9 8 4x6 4x6 5x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 9-11-119-11-11 -1-11-4 1-11-4 6-1-4 6-1-4 6-10-12 0-9-8 8-10-12 2-0-0 9-11-11 1-0-15 0-5-04-4-13-0-14-5-143-0-14-4-18.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [6:0-3-0,0-2-3] 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 0.38 0.13 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 44 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-4: 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, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-9. REACTIONS.All bearings 9-11-11. (lb) - Max Horz 2=60(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 12, 9 Max Grav All reactions 250 lb or less at joint(s) 8, 10, 11, 9 except 2=317(LC 6), 12=325(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-257/83 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 20.0 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 12, 9. 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. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V2 Truss Type GABLE Qty 1 Ply 1 18-4766 Job Reference (optional) I37421016 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-bhpB4Jsl3XSxXxJdoWEOjOl8dkM6qnrCdHroFFz6z9D Scale = 1:25.6 1 2 3 4 5 9 8 7 62x4 4x12 2x4 2x4 2x4 2x4 2x4 2x4 9-1-39-1-3 5-7-8 5-7-8 6-0-4 0-4-12 9-1-3 3-0-15 3-4-13-9-03-4-18.00 12 Plate Offsets (X,Y)-- [3:0-2-15,0-2-0], [4:0-0-11,0-1-0] 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 0.19 0.06 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 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, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-1-3. (lb) - Max Horz 1=6(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 6, 8, 9, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 8, 7 except 9=320(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) Provide adequate drainage to prevent water ponding. 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) 6, 8, 9, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V3 Truss Type GABLE Qty 1 Ply 1 18-4766 Job Reference (optional) I37421017 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-bhpB4Jsl3XSxXxJdoWEOjOl8ikM?qnkCdHroFFz6z9D Scale = 1:23.5 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 7-7-37-7-3 5-8-12 5-8-12 7-7-3 1-10-7 3-8-13-9-143-8-18.00 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 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-7-3. (lb) - Max Horz 1=7(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 5, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=334(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-268/117 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) Provide adequate drainage to prevent water ponding. 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) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V4 Truss Type VALLEY Qty 1 Ply 1 18-4766 Job Reference (optional) I37421018 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-3tNaIfsNqqao95uqMEmdFcHEP8baZEtLrxbLnhz6z9C Scale = 1:23.2 1 2 32x4 2x4 2x4 6-1-3 6-1-3 4-0-138.00 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 0.57 0.56 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: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=219/6-1-3, 3=219/6-1-3 Max Horz 1=9(LC 4) Max Uplift 1=-22(LC 4), 3=-27(LC 4) Max Grav 1=247(LC 7), 3=243(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V5 Truss Type GABLE Qty 1 Ply 1 18-4766 Job Reference (optional) I37421019 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-3tNaIfsNqqao95uqMEmdFcHIK8gQZDfLrxbLnhz6z9C Scale = 1:18.2 1 2 3 4 2x4 2x4 3x6 2x4 4-7-3 4-7-3 3-0-138.00 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 0.26 0.25 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=149/4-7-3, 4=164/4-7-3 Max Horz 1=6(LC 4) Max Uplift 1=-15(LC 4), 4=-18(LC 4) Max Grav 1=169(LC 7), 4=177(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-361/166 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, 4. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V6 Truss Type Valley Qty 1 Ply 1 18-4766 Job Reference (optional) I37421020 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-X3xyV?t?b8ifmFT0wxHsopqVGX20Ih7U4bKvK7z6z9B Scale = 1:13.2 1 2 3 2x4 2x4 2x4 3-1-3 3-1-3 2-0-138.00 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 0.18 0.10 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 3-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=99/3-1-3, 3=99/3-1-3 Max Horz 1=4(LC 5) Max Uplift 1=-10(LC 4), 3=-13(LC 4) Max Grav 1=112(LC 7), 3=110(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V7 Truss Type VALLEY Qty 1 Ply 1 18-4766 Job Reference (optional) I37421021 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-X3xyV?t?b8ifmFT0wxHsopqXkX3NIh7U4bKvK7z6z9B Scale = 1:8.1 1 2 3 2x4 5x6 1-7-3 1-7-3 1-0-138.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-0-0], [2:0-6-5,0-1-8], [3:0-1-7,0-1-0] 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-P 0.02 0.01 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: 4 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 1-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=39/1-7-3, 3=39/1-7-3 Max Horz 1=2(LC 4) Max Uplift 1=-4(LC 4), 3=-5(LC 4) Max Grav 1=44(LC 7), 3=43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V8 Truss Type GABLE Qty 1 Ply 1 18-4766 Job Reference (optional) I37421022 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-?GVKjLudMSqWOP2CTeo5K1MePxOd18XeJF4Ssaz6z9A Scale: 3/4"=1' 1 2 3 4 7 6 5 2x4 4x6 2x4 2x4 2x4 2x4 2x4 8-7-58-7-5 2-10-4 2-10-4 8-7-5 5-9-1 1-9-11-10-141-9-18.00 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 0.29 0.08 0.05 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: 24 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 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 8-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-7-5. (lb) - Max Horz 1=3(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=256(LC 7), 6=307(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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 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, 7, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V9 Truss Type VALLEY Qty 1 Ply 1 18-4766 Job Reference (optional) I37421023 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-?GVKjLudMSqWOP2CTeo5K1Md1xOL18eeJF4Ssaz6z9A Scale = 1:14.3 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 7-1-57-1-5 3-4-4 3-4-4 7-1-5 3-9-1 2-1-12-2-142-1-18.00 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 0.37 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 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 7-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=93/7-1-5, 4=138/7-1-5, 5=288/7-1-5 Max Horz 1=3(LC 4) Max Uplift 1=-14(LC 4), 4=-40(LC 4), 5=-42(LC 4) Max Grav 1=106(LC 7), 4=138(LC 1), 5=297(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) Provide adequate drainage to prevent water ponding. 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, 4, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V10 Truss Type VALLEY Qty 1 Ply 1 18-4766 Job Reference (optional) I37421024 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Ej0I1cocF?peRARg?zfD0L1GJjf59WpTT?81a1z6z9I Scale: 3/4"=1' 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 5-7-55-7-5 3-10-4 3-10-4 5-7-5 1-9-1 2-5-12-6-142-5-18.00 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 0.36 0.12 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=121/5-7-5, 4=55/5-7-5, 5=223/5-7-5 Max Horz 1=4(LC 4) Max Uplift 1=-17(LC 4), 4=-26(LC 4), 5=-26(LC 4) Max Grav 1=137(LC 7), 4=55(LC 1), 5=237(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) Provide adequate drainage to prevent water ponding. 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, 4, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V11 Truss Type VALLEY Qty 1 Ply 1 18-4766 Job Reference (optional) I37421025 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-ivahFypE0IxV2K0sZgASYYaTF7zuuzecifta6Uz6z9H Scale = 1:16.6 1 2 3 2x4 2x4 2x4 4-1-5 4-1-5 2-8-148.00 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 0.22 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=139/4-1-5, 3=139/4-1-5 Max Horz 1=6(LC 4) Max Uplift 1=-14(LC 4), 3=-18(LC 4) Max Grav 1=157(LC 7), 3=155(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V12 Truss Type VALLEY Qty 1 Ply 1 18-4766 Job Reference (optional) I37421026 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-ivahFypE0IxV2K0sZgASYYaVt70Cuzecifta6Uz6z9H Scale = 1:11.6 1 2 3 2x4 2x4 2x4 2-7-5 2-7-5 1-8-148.00 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 0.11 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 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 2-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=79/2-7-5, 3=79/2-7-5 Max Horz 1=3(LC 4) Max Uplift 1=-8(LC 4), 3=-10(LC 4) Max Grav 1=90(LC 7), 3=88(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V13 Truss Type VALLEY Qty 1 Ply 1 18-4766 Job Reference (optional) I37421027 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-B683SHpsnc3MgUb37Ohh5m7fiWLvdPHlxJd8ewz6z9G Scale: 3/8"=1' 1 2 3 4 5 9 8 7 63x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-9-413-9-4 7-8-1 7-8-1 13-9-4 6-1-3 5-1-61-0-98.00 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 0.17 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-9-4. (lb) - Max Horz 1=2(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=290(LC 1), 9=402(LC 7), 7=351(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-317/125, 4-7=-284/117 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, 9, 7. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V14 Truss Type GABLE Qty 1 Ply 1 18-4766 Job Reference (optional) I37421028 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fIiRfdqVYvBDIeAFh5CwdzfpKwgPMtDv9zMhBMz6z9F Scale = 1:26.3 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-4-312-4-3 6-2-1 6-2-1 12-4-3 6-2-1 4-1-68.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-3. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=358(LC 7), 8=358(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-270/107, 2-8=-270/107 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) 6, 8. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V15 Truss Type GABLE Qty 1 Ply 1 18-4766 Job Reference (optional) I37421029 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fIiRfdqVYvBDIeAFh5CwdzfoewgNMtJv9zMhBMz6z9F Scale = 1:21.2 1 2 3 4 5 7 62x4 3x6 2x4 2x4 2x4 2x4 2x4 9-4-39-4-3 4-8-1 4-8-1 9-4-3 4-8-1 3-1-68.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [3:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.08 0.05 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: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 9-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-4-3. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=306(LC 7), 7=307(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) 6, 7. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V16 Truss Type VALLEY Qty 1 Ply 1 18-4766 Job Reference (optional) I37421030 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-7UFptzr7IDJ4volREpj9ABC_TK0A5Kv2Od6Fjpz6z9E Scale = 1:15.5 1 2 3 4 2x4 4x6 2x4 2x4 6-4-36-4-3 3-2-1 3-2-1 6-4-3 3-2-1 2-1-68.00 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 0.22 0.11 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: 16 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=115/6-4-3, 3=115/6-4-3, 4=200/6-4-3 Max Uplift 1=-27(LC 4), 3=-27(LC 4) Max Grav 1=134(LC 7), 3=134(LC 7), 4=214(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job RIVIERA_C Truss V17 Truss Type VALLEY Qty 1 Ply 1 18-4766 Job Reference (optional) I37421031 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 12 16:54:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-7UFptzr7IDJ4volREpj9ABC1IK0K5KN2Od6Fjpz6z9E Scale = 1:8.3 1 2 3 2x4 3x6 2x4 3-4-33-4-3 1-8-1 1-8-1 3-4-3 1-8-1 1-1-68.00 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 0.04 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 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 3-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=95/3-4-3, 3=95/3-4-3 Max Uplift 1=-11(LC 4), 3=-11(LC 4) Max Grav 1=107(LC 7), 3=107(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. June 13,2019 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