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HomeMy WebLinkAboutMADISON E SELED TRUSS16023 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-Indy. April 23,2021 Liu, Xuegang Pages or sheets covered by this seal: I45798742 thru I45798752 My license renewal date for the state of Indiana is July 31, 2022. 21-2833-MADISON_E MADISON E 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss A Truss Type Common Qty 4 Ply 1 MADISON E Job Reference (optional) I45798742 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:04 2021 Page 1 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-aPxmjvkYWKDjyYATxEKG34AkUZefcKUIdESljVzNx2v Scale = 1:70.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 3x6 5x6 3x6 4x6 3x8 3x4 3x4 3x6 3x4 3x4 3x6 3x6 4x9 4x9 3x6 4x6 10-1-1210-1-12 20-0-09-10-4 29-10-49-10-4 40-0-010-1-12 -1-11-4 1-11-4 6-10-5 6-10-5 13-5-3 6-6-13 20-0-0 6-6-13 26-6-13 6-6-13 33-1-11 6-6-13 40-0-0 6-10-5 41-11-4 1-11-4 2-4-09-0-02-4-04.00 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.98 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.54 0.14 (loc) 12-13 12-13 12 l/defl >999 >877 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15, 3-18, 9-12 REACTIONS. (size)18=0-3-8, 12=0-3-8 Max Uplift 18=-207(LC 6), 12=-207(LC 6) Max Grav 18=1713(LC 1), 12=1713(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-2360/232, 5-6=-1995/262, 6-7=-1995/262, 7-9=-2360/232, 2-18=-362/175, 10-12=-362/175 BOT CHORD 17-18=-77/2039, 15-17=-56/2166, 13-15=-56/2166, 12-13=-77/2039 WEBS 6-15=-26/872, 7-15=-616/99, 9-13=0/321, 5-15=-616/99, 3-17=0/321, 3-18=-2326/157, 9-12=-2326/157 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-11-4 to 1-0-12, Interior(1) 1-0-12 to 17-0-0, Exterior(2R) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 38-11-4, Exterior(2E) 38-11-4 to 41-11-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; 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) except (jt=lb) 18=207, 12=207. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 23,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss A1 Truss Type COMMON Qty 7 Ply 1 MADISON E Job Reference (optional) I45798743 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:05 2021 Page 1 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-2cV8xFlAHeLaailfUyrVbHjyMz0aLtWSsuCIFxzNx2u Scale = 1:54.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 4x6 3x4 2x4 3x6 4x9 3x4 3x4 3x4 4x6 3x8 3x4 5-7-85-7-8 15-5-129-10-4 25-7-810-1-12 5-7-8 5-7-8 12-2-5 6-6-13 18-9-3 6-6-13 25-7-8 6-10-5 27-6-12 1-11-4 7-1-89-0-02-4-04.00 12 Plate Offsets (X,Y)-- [6:0-0-8,0-1-8] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.87 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.46 0.04 (loc) 8-9 8-9 8 l/defl >999 >654 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% 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 4-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 3-11, 1-12, 5-8 REACTIONS. (size)12=Mechanical, 8=0-3-8 Max Horz 12=-59(LC 7) Max Uplift 12=-107(LC 6), 8=-162(LC 6) Max Grav 12=1008(LC 1), 8=1193(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-636/159, 2-3=-698/157, 3-5=-1352/144, 1-12=-972/136, 6-8=-356/175 BOT CHORD 9-11=0/1116, 8-9=-4/1235 WEBS 3-11=-775/112, 3-9=0/392, 1-11=-29/901, 5-8=-1375/73 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 8-7-8, Interior(1) 8-7-8 to 24-6-12, Exterior(2E) 24-6-12 to 27-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; 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) except (jt=lb) 12=107, 8=162. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 23,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss A2 Truss Type Roof Special Qty 1 Ply 1 MADISON E Job Reference (optional) I45798744 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:06 2021 Page 1 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-Wo3W8amo2yTRBsKr2fMk8VF2hNQd4GVb4YxsnNzNx2t Scale = 1:37.31 2 3 4 8 7 6 5 9 10 11 3x6 2x8 4x12 4x8 MT18HS 3x4 3x6 4x6 3x8 8-7-98-7-9 15-9-127-2-3 16-1-80-3-12 4-5-8 4-5-8 8-7-9 4-2-0 16-1-8 7-5-15 7-0-03-11-157-0-80-0-81-4-132-7-104.00 12 2.00 12 Plate Offsets (X,Y)-- [4:0-3-8,Edge], [5:0-4-11,0-1-8] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.63 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.29 0.02 (loc) 7-8 7-8 5 l/defl >999 >659 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 70 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size)8=Mechanical, 5=0-3-8 Max Horz 8=-101(LC 7) Max Uplift 8=-83(LC 6), 5=-80(LC 6) Max Grav 8=807(LC 16), 5=771(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1443/138, 3-4=-314/54, 4-5=-367/96 BOT CHORD 7-8=-44/577, 5-7=-89/1378 WEBS 2-8=-852/116, 2-7=-47/1105, 3-7=-730/146, 3-5=-1137/54 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-11-12, Exterior(2E) 12-11-12 to 15-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; 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) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 23,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss A3 Truss Type Roof Special Qty 1 Ply 1 MADISON E Job Reference (optional) I45798745 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:06 2021 Page 1 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-Wo3W8amo2yTRBsKr2fMk8VF1kNQb4KVb4YxsnNzNx2t Scale = 1:37.31 2 3 4 8 7 6 5 9 10 11 3x4 4x6 3x4 3x6 4x12 3x4 3x4 3x8 7-1-97-1-9 15-9-128-8-3 16-1-80-3-12 7-1-9 7-1-9 11-5-12 4-4-4 16-1-8 4-7-12 7-0-04-5-157-0-80-0-81-10-132-7-104.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-4-11,0-1-8] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.63 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 0.03 (loc) 5-7 5-7 5 l/defl >999 >553 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% 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, except end verticals, and 2-0-0 oc purlins (5-6-2 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8 REACTIONS. (size)8=Mechanical, 5=0-3-8 Max Horz 8=-95(LC 7) Max Uplift 8=-82(LC 6), 5=-80(LC 6) Max Grav 8=767(LC 9), 5=817(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-317/77, 2-3=-1028/94 BOT CHORD 7-8=-53/1061, 5-7=-122/1135 WEBS 2-8=-1184/93, 2-7=0/315, 3-5=-1075/153 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-11-12, Exterior(2E) 12-11-12 to 15-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) 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 capable of withstanding 100 lb uplift at joint(s) 8, 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. April 23,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss A4 Truss Type Roof Special Qty 1 Ply 1 MADISON E Job Reference (optional) I45798746 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:07 2021 Page 1 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-__cuMwmQpFbIp0u2cMuzhioIOnpapk?lJChPJqzNx2s Scale = 1:37.31 2 3 4 9 8 7 6 5 10 11 12 3x4 3x4 6x10 3x4 3x4 2x4 3x4 3x4 3x6 5-7-95-7-9 10-8-125-1-4 15-9-125-0-15 16-1-80-3-12 5-7-9 5-7-9 10-8-12 5-1-4 16-1-8 5-4-12 7-0-04-11-157-0-80-0-82-4-132-7-104.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-4-10,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.33 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.06 0.02 (loc) 6-8 6-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-12 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9 REACTIONS. (size)9=Mechanical, 5=0-3-8 Max Horz 9=-89(LC 7) Max Uplift 9=-82(LC 6), 5=-80(LC 6) Max Grav 9=767(LC 9), 5=855(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-250/62, 2-3=-1084/116 BOT CHORD 8-9=-46/763, 6-8=-47/758, 5-6=-65/1104 WEBS 2-9=-969/97, 2-6=-20/421, 3-5=-1100/85 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-11-12, Exterior(2E) 12-11-12 to 15-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) 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 capable of withstanding 100 lb uplift at joint(s) 9, 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. April 23,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss A5 Truss Type Roof Special Qty 1 Ply 1 MADISON E Job Reference (optional) I45798747 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:08 2021 Page 1 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-TAAGZGn3aZj9RATEA4PCDwLStA9XY8LuYsQysGzNx2r Scale = 1:37.31 2 3 4 8 7 6 5 9 10 11 3x6 2x8 6x10 3x4 2x4 5x6 3x4 3x6 4-1-94-1-9 9-11-125-10-4 15-9-125-9-15 16-1-80-3-12 4-1-9 4-1-9 9-11-12 5-10-4 16-1-8 6-1-12 7-0-05-5-157-0-80-0-82-10-132-7-104.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-4-10,Edge], [6:0-2-12,0-3-0] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.34 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.02 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-6 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=0-3-8 Max Horz 8=-83(LC 7) Max Uplift 8=-82(LC 6), 5=-81(LC 6) Max Grav 8=767(LC 9), 5=883(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1019/116 BOT CHORD 7-8=-25/555, 6-7=-27/554, 5-6=-52/1039 WEBS 2-8=-893/89, 2-6=-28/564, 3-6=-252/101, 3-5=-1046/79 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-11-12, Exterior(2E) 12-11-12 to 15-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) 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 capable of withstanding 100 lb uplift at joint(s) 8, 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. April 23,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss A6 Truss Type Roof Special Qty 1 Ply 1 MADISON E Job Reference (optional) I45798748 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:09 2021 Page 1 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-xNkfmcohLtr03K2QjnwSm7td?aV1Hc81nWAWOizNx2q Scale = 1:37.31 2 3 4 9 8 7 6 5 10 11 12 3x6 3x4 6x10 3x4 3x4 2x4 3x4 3x4 3x6 4-10-94-10-9 10-4-45-5-12 15-9-125-5-7 16-1-80-3-12 4-10-9 4-10-9 10-4-4 5-5-12 16-1-8 5-9-4 7-0-05-2-157-0-80-0-82-7-132-7-104.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-4-10,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.33 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.02 (loc) 6-8 6-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-3 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 5=0-3-8 Max Horz 9=-86(LC 7) Max Uplift 9=-82(LC 6), 5=-81(LC 6) Max Grav 9=767(LC 9), 5=870(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1051/115 BOT CHORD 8-9=-35/647, 6-8=-36/644, 5-6=-58/1071 WEBS 2-9=-913/92, 2-6=-24/493, 3-5=-1074/82 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-11-12, Exterior(2E) 12-11-12 to 15-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) 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 capable of withstanding 100 lb uplift at joint(s) 9, 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. April 23,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss A7 Truss Type Roof Special Qty 1 Ply 1 MADISON E Job Reference (optional) I45798749 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:10 2021 Page 1 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-PZI1_ypJ6AztgTddHVRhILQlp_mN07SB?Av3w9zNx2p Scale = 1:37.71 2 3 4 8 7 6 5 9 10 11 3x4 3x6 3x4 3x6 6x10 3x4 3x4 3x10 6-4-96-4-9 15-9-129-5-3 16-1-80-3-12 6-4-9 6-4-9 11-1-4 4-8-12 16-1-8 5-0-4 7-0-04-8-157-0-80-0-82-1-132-7-104.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-13,0-1-8], [2:0-4-10,Edge], [5:0-6-11,0-1-8] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.70 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.48 0.03 (loc) 5-7 5-7 5 l/defl >802 >394 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8 REACTIONS. (size)8=Mechanical, 5=0-3-8 Max Horz 8=-92(LC 7) Max Uplift 8=-82(LC 6), 5=-80(LC 6) Max Grav 8=767(LC 9), 5=837(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-285/69, 2-3=-890/85 BOT CHORD 7-8=-37/922, 5-7=-117/1089 WEBS 2-8=-1087/79, 2-7=0/341, 3-7=-282/129, 3-5=-1036/154 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-11-12, Exterior(2E) 12-11-12 to 15-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) 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 capable of withstanding 100 lb uplift at joint(s) 8, 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. April 23,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss A8 Truss Type Roof Special Qty 1 Ply 1 MADISON E Job Reference (optional) I45798750 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:10 2021 Page 1 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-PZI1_ypJ6AztgTddHVRhILQky_np08nB?Av3w9zNx2p Scale = 1:37.31 2 3 4 8 7 6 5 9 10 11 3x4 4x6 3x4 3x4 4x12 3x4 3x4 3x8 7-7-07-7-0 15-9-128-2-12 16-1-80-3-12 7-7-0 7-7-0 11-8-8 4-1-8 16-1-8 4-5-0 7-0-04-4-27-0-80-0-81-9-02-7-104.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-4-11,0-1-8] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.61 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.27 0.03 (loc) 5-7 5-7 5 l/defl >999 >696 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 2-4: 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 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-7 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8 REACTIONS. (size)8=Mechanical, 5=0-3-8 Max Horz 8=-97(LC 7) Max Uplift 8=-83(LC 6), 5=-80(LC 6) Max Grav 8=773(LC 16), 5=804(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-337/82, 2-3=-1119/99 BOT CHORD 7-8=-63/1153, 5-7=-126/1168 WEBS 2-8=-1255/101, 2-7=0/303, 3-7=-179/269, 3-5=-1103/152 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-11-12, Exterior(2E) 12-11-12 to 15-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) 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 capable of withstanding 100 lb uplift at joint(s) 8, 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. April 23,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss GR1 Truss Type Flat Girder Qty 1 Ply 2 MADISON E Job Reference (optional) I45798751 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:11 2021 Page 1 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-tlsPBIqxtU5kIdCprCywrYzymO2ulWmKEqfdTbzNx2o Scale = 1:44.2 1 23 4 5 11 9 87 6121013141516 3x6 6x6 4x6 2x4 5x9 10x10 10x10 6x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 2-9-02-9-0 4-11-42-2-4 9-8-124-9-8 14-8-04-11-4 4-11-4 4-11-4 9-8-12 4-9-8 14-8-0 4-11-4 7-0-10Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [7:0-5-0,0-0-2] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.94 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 0.01 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-9,4-8: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size)11=3-0-8, 6=0-3-8, 10=0-3-8 Max Uplift 11=-168(LC 4), 6=-257(LC 4), 10=-147(LC 4) Max Grav 11=4000(LC 1), 6=5463(LC 1), 10=3888(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-3314/245, 1-3=-2319/189, 3-4=-2319/189 BOT CHORD 8-9=-44/3147, 6-8=-44/3147 WEBS 1-9=-170/3938, 3-9=-311/236, 4-9=-1410/61, 4-8=0/5158, 4-6=-5317/230 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-8-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 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) 11=168, 6=257, 10=147. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-10-0 from the left end to 12-5-4 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-10-0 from the left end to 12-5-4 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Continued on page 2 April 23,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss GR1 Truss Type Flat Girder Qty 1 Ply 2 MADISON E Job Reference (optional) I45798751 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:11 2021 Page 2 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-tlsPBIqxtU5kIdCprCywrYzymO2ulWmKEqfdTbzNx2o LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 9=-1736(F=-747, B=-988) 10=-1736(F=-747, B=-988) 12=-1781(F=-790, B=-991) 13=-1736(F=-747, B=-988) 14=-1736(F=-747, B=-988) 15=-1736(F=-747, B=-988) 16=-1742(F=-753, B=-988) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2833-MADISON_E Truss LAY1 Truss Type GABLE Qty 2 Ply 1 MADISON E Job Reference (optional) I45798752 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 23 05:24:12 2021 Page 1 Timberland Home Center, Indianapolis, IN - 46222, ID:LnJyiJouk80yEi9QCIGtA_zZhdv-LyQnPeqZeoDbwnn?PwT9NmVAaobtU89UTUOA?1zNx2n Scale = 1:42.81234567 13 12 11 10 9 8 2x8 2x8 3x4 6x6 6-11-06-11-0 12-5-05-6-0 12-5-0 12-5-0 7-6-117-6-1116.49 12 Plate Offsets (X,Y)-- [7:0-0-12,0-1-8] 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.13 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 lb FT = 20% 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 2-0-0 oc purlins (6-0-0 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-5-0. (lb) - Max Horz 13=203(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 10, 8, 9, 11 except 7=-157(LC 4), 12=-101(LC 4) Max Grav All reactions 250 lb or less at joint(s) 13, 7, 10, 8, 9, 11, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 13, 7, 10, 8, 9, 11, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10, 8, 9, 11 except (jt=lb) 7=157, 12=101. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 8, 9. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 23,2021 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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