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HomeMy WebLinkAboutGN020.1 - HAM 13 - Stamped Floor Trusses16023 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 ProBuild (CarterLee Bldg Components). January 20,2022 Liu, Xuegang Pages or sheets covered by this seal: I49798790 thru I49798799 My license renewal date for the state of Indiana is July 31, 2022. J21101824 McKenzie 13 Hamlet 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 J21101824 Truss F01 Truss Type Floor Qty 3 Ply 1 McKenzie 13 Hamlet Job Reference (optional) I49798790 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-Cd?sBDvqrpFXNyLJmydbeRAgZbFQsOcALZ7KRPztXRc Scale = 1:28.4 1 2 3 4 5 6 7 8 910 11 12 13 23 22 21 20 19 18 17 16 15 14 2x4 3x6 FP 4x6 2x4 4x6 3x6 FP4x8 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 2x4 2x4 0-4-00-4-0 3-7-03-3-0 16-10-1213-3-12 1-6-0 0-5-4 0-4-0 2-0-01-9-02-0-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-8,Edge], [14:Edge,0-1-8], [17:0-1-8,0-0-0], [18:0-1-8,Edge], [22:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.12 0.40 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 0.00 (loc) 18 18 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 86 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 1-23,13-14,2-22,3-21,11-15,5-19,8-16,6-18,7-17: 2x4 SP No.3(flat) 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. (size)14=0-2-12, 1=0-3-8 Max Grav 14=658(LC 1), 1=658(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-524/0, 2-3=-924/0, 3-4=-924/0, 4-5=-1379/0, 5-6=-1379/0, 6-7=-1442/0, 7-8=-1368/0, 8-10=-1368/0, 10-11=-900/0, 11-12=-900/0 BOT CHORD 21-22=0/522, 19-21=0/1195, 18-19=0/1442, 17-18=0/1442, 16-17=0/1442, 15-16=0/1177, 14-15=0/499 WEBS 2-22=-562/0, 1-22=0/782, 12-14=-780/0, 2-21=0/613, 12-15=0/626, 4-21=-423/0, 10-15=-434/0, 4-19=0/288, 10-16=0/297 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. January 20,2022 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 J21101824 Truss F02 Truss Type Floor Qty 8 Ply 1 McKenzie 13 Hamlet Job Reference (optional) I49798791 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:32 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-gpYEOZwTc6NO_6wVKf8qAejnq?VObppJaDstzsztXRb Scale = 1:39.5 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 29 3x8 MT18HS FP 2x4 2x4 2x4 3x6 FP 4x6 5x6 4x6 5x6 5x8 5x8 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 2x4 2x4 23-7-1223-7-12 1-6-0 1-3-4 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,Edge], [17:0-1-8,Edge], [18:Edge,0-1-8], [22:0-1-8,0-0-0], [23:0-1-8,Edge], [28:Edge,0-1-8], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.80 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.33 0.08 (loc) 22 22-23 18 l/defl >999 >857 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 114 lb FT = 20%F, 11%E GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 1-28,18-29,17-18,15-19,3-27,13-20,5-26,10-21,7-24,8-23,9-22: 2x4 SP No.3(flat) 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. (size)18=0-3-8, 28=0-2-12 Max Grav 18=934(LC 1), 28=938(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1367/0, 3-4=-1367/0, 4-5=-2303/0, 5-6=-2303/0, 6-7=-2824/0, 7-8=-2824/0, 8-9=-2927/0, 9-10=-2830/0, 10-11=-2830/0, 11-13=-2318/0, 13-14=-2318/0, 14-15=-1390/0, 15-16=-1390/0 BOT CHORD 27-28=0/733, 26-27=0/1879, 24-26=0/2607, 23-24=0/2927, 22-23=0/2927, 21-22=0/2927, 20-21=0/2618, 19-20=0/1898, 18-19=0/759 WEBS 16-18=-1157/0, 2-28=-1145/0, 16-19=0/985, 2-27=0/990, 14-19=-794/0, 4-27=-801/0, 14-20=0/655, 4-26=0/662, 11-20=-469/0, 6-26=-475/0, 11-21=0/332, 6-24=0/338, 9-21=-379/132, 8-24=-386/125 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 28. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. January 20,2022 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 J21101824 Truss F03 Truss Type Floor Qty 2 Ply 1 McKenzie 13 Hamlet Job Reference (optional) I49798792 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-9?6dcvx5MQVFcGViuNf3jsGzOOxdKIbTpscRWIztXRa Scale = 1:39.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 30 29 28 27 26 25 24 23 22 21 20 19 31 3x6 FP 2x4 2x4 2x4 3x6 FP 3x4 4x6 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x8 4x6 4x6 4x6 2x4 2x4 16-6-816-6-8 23-7-127-1-4 1-6-0 0-6-8 1-5-12 0-6-0 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,0-0-0], [18:0-1-8,Edge], [19:Edge,0-1-8], [20:0-1-8,Edge], [21:0-1-8,Edge], [26:0-1-8,Edge], [27:0-1-8,Edge], [30:Edge,0-1-8], [31:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.36 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.02 (loc) 27 27-28 22 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 119 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 1-30,19-31,18-19,13-22,3-29,10-23,5-28,8-25,6-27,7-26,15-21,16-20: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)30=0-2-12, 19=0-5-8, 22=0-5-8 Max Uplift 19=-93(LC 3) Max Grav 30=583(LC 10), 19=202(LC 4), 22=1214(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-775/0, 3-4=-775/0, 4-5=-1122/0, 5-6=-1122/0, 6-7=-1115/0, 7-8=-962/0, 8-9=-962/0, 9-10=-375/0, 10-11=-375/0, 11-13=0/724, 13-14=0/724, 14-15=-131/252, 15-16=-131/252, 16-17=-131/252 BOT CHORD 29-30=0/437, 28-29=0/991, 27-28=0/1115, 26-27=0/1115, 25-26=0/1115, 23-25=0/713, 21-22=-469/0, 20-21=-252/131 WEBS 2-30=-682/0, 11-22=-876/0, 2-29=0/528, 11-23=0/732, 4-29=-337/0, 9-23=-539/0, 9-25=0/399, 7-25=-310/0, 14-22=-518/0, 14-21=0/426 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 30. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 19. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. January 20,2022 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 J21101824 Truss F04 Truss Type Floor Qty 7 Ply 1 McKenzie 13 Hamlet Job Reference (optional) I49798793 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:34 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-dCg?pFxj7kd6EP3uS4AIF3o7GoHZ3mRc1WL_2kztXRZ Scale = 1:40.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 3x6 FP 2x4 2x4 3x6 FP 5x8 4x8 4x6 3x4 4x6 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 4x6 4x8 4x6 2x4 2x4 3x6 16-6-816-6-8 19-8-123-2-4 23-4-43-7-8 1-6-0 0-6-8 1-3-12 2-0-00-9-122-0-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,0-0-0], [17:0-2-0,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge], [25:0-1-8,Edge], [26:0-1-8,Edge], [30:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.37 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.02 (loc) 26 26 22 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 122 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 17-19,2-30,11-22,2-29,11-23,4-29,9-23,4-28,9-24,6-28,7-24,16-20 ,14-22: 2x4 SPF-S Stud(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)30=0-2-12, 22=0-5-8, 32=0-4-8 Max Uplift 32=-9(LC 3) Max Grav 30=635(LC 10), 22=1021(LC 1), 32=245(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-862/0, 3-4=-862/0, 4-5=-1293/0, 5-6=-1293/0, 6-7=-1343/0, 7-8=-1246/0, 8-9=-1246/0, 9-10=-743/0, 10-11=-743/0, 11-13=0/338, 13-14=0/338 BOT CHORD 29-30=0/480, 28-29=0/1121, 26-28=0/1343, 25-26=0/1343, 24-25=0/1343, 23-24=0/1039, 22-23=0/326 WEBS 17-19=-10/265, 2-30=-750/0, 11-22=-836/0, 2-29=0/596, 11-23=0/672, 4-29=-404/0, 9-23=-480/0, 4-28=0/269, 9-24=0/342, 14-22=-438/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 32 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 30. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 32. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. January 20,2022 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 J21101824 Truss F05 Truss Type Floor Qty 13 Ply 1 McKenzie 13 Hamlet Job Reference (optional) I49798794 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-5OEN0ayLu1lzrZe4?nhXoHLJHCXpoAlmGA5XaBztXRY Scale = 1:38.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 29 3x8 MT18HS FP 2x4 4x6 2x4 4x6 2x4 3x6 FP 5x6 5x6 5x8 5x8 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 2x4 4x6 4x6 2x4 2x4 23-3-423-3-4 1-6-0 0-10-12 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,Edge], [17:0-1-8,Edge], [18:Edge,0-1-8], [22:0-1-8,0-0-0], [23:0-1-8,Edge], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.76 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.31 0.07 (loc) 23 23 18 l/defl >999 >897 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 113 lb FT = 20%F, 11%E GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 28-29,1-28,17-18,15-19,3-27,13-20,5-26,10-21,7-24,8-23,9-22: 2x4 SP No.3(flat) 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. (size)28=0-7-15, 18=0-2-12 Max Grav 28=919(LC 1), 18=923(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1364/0, 3-4=-1364/0, 4-5=-2267/0, 5-6=-2267/0, 6-7=-2755/0, 7-8=-2755/0, 8-9=-2838/0, 9-10=-2749/0, 10-12=-2749/0, 12-13=-2253/0, 13-14=-2253/0, 14-15=-1342/0, 15-16=-1342/0 BOT CHORD 27-28=0/746, 26-27=0/1860, 24-26=0/2555, 23-24=0/2838, 22-23=0/2838, 21-22=0/2838, 20-21=0/2545, 19-20=0/1842, 18-19=0/720 WEBS 16-18=-1125/0, 2-28=-1137/0, 16-19=0/971, 2-27=0/965, 14-19=-782/0, 4-27=-775/0, 14-20=0/642, 4-26=0/636, 12-20=-456/0, 6-26=-449/0, 12-21=0/320, 6-24=0/315, 9-21=-341/127, 8-24=-334/133 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 18. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. January 20,2022 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 J21101824 Truss FE01 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 13 Hamlet Job Reference (optional) I49798795 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-ZaolEwzzfLtqTjDGZVDmKUuYUc2kXmCvVqq56dztXRX Scale = 1:27.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 3x6 FP 3x6 2x4 2x4 3x6 FP 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-4-00-4-0 16-10-1216-6-12 0-4-0 2-0-02-0-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.04 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 76 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 16-10-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 32, 18, 31, 30, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. January 20,2022 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 J21101824 Truss FE02 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 13 Hamlet Job Reference (optional) I49798796 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-1nM7RG_bQf?h5toT7Ck?thQjC0OyGDQ2jUaef3ztXRW Scale = 1:16.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-5-128-5-122-0-02-0-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 8-5-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 9, 15, 14, 13, 12, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. January 20,2022 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 J21101824 Truss FE03 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 13 Hamlet Job Reference (optional) I49798797 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-VzwWfc_DBy7Yi1NfhwFEQvzuzPkB?ggCy8JCBVztXRV Scale: 1/2"=1' 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-5-014-5-0 0-1-8 2-0-02-0-0Plate Offsets (X,Y)-- [12:0-1-8,Edge], [25:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 14-5-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. January 20,2022 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 J21101824 Truss FE04 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 13 Hamlet Job Reference (optional) I49798798 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-VzwWfc_DBy7Yi1NfhwFEQvzuyPkB?ggCy8JCBVztXRV Scale = 1:37.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 2x4 3x6 FP 2x4 2x4 2x4 3x6 FP 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-1-822-1-82-0-02-0-0Plate Offsets (X,Y)-- [19:0-1-8,Edge], [20:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 97 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 22-1-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 38, 20, 37, 36, 35, 34, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. January 20,2022 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 J21101824 Truss FG01 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 13 Hamlet Job Reference (optional) I49798799 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-z9Tusy?syGFOKByrEdmTy6Wr6p1uk?tLBo3ljyztXRU Scale = 1:12.8 1 2 3 4 8 7 6 5 9 10 11 12 13 6x6 3x6 6x10 3x6 4x6 4x6 3x6 3x6 3x12 5-0-25-0-2 1-6-0 0-10-10 1-9-00-11-131-9-00-1-8Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [4:0-2-8,Edge], [6:0-3-0,Edge], [9:0-6-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.92 0.17 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.02 (loc) 7 7 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 40 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-5-8, 10=0-5-12 Max Grav 8=1117(LC 1), 10=1068(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-275/0, 2-3=-923/0, 3-4=-923/0 BOT CHORD 7-8=0/923, 6-7=0/923 WEBS 4-6=0/1128, 2-8=-1235/0, 3-6=-749/0, 4-10=-1103/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-13, 1-4=-67 Concentrated Loads (lb) Vert: 11=-613 12=-613 13=-613 January 20,2022 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