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HomeMy WebLinkAboutGN010.0-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 Timberland Home Center-Brazil, IN. May 9,2021 Johnson, Andrew Pages or sheets covered by this seal: I46011039 thru I46011175 My license renewal date for the state of Indiana is July 31, 2022. WF43 DESIGN T WF43 DESIGN T 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 3x8 3x4 = 5x6 = 3x8 = = 2x4 3x4 = 5x6 = 3x4 = = 3x8 = 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 30 31 32 13 28 29 12 113310 34 35 9 36 37 8 1 7 14 27 2 6 15 26 16 25 3 17 18 19 20 4 21 22 23 24 5 1-4-4 -1-4-4 1-4-4 23-4-4 6-8-0 11-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 6x8 = 3x8 = 5x6 = 3x4 = 4x6 = 5x6 = 3x8 = 6x8 = = 2x4 12 11 10 9 8 1 7 2 6 13 16 3 14 415 5 1-4-4 -1-4-4 1-4-4 23-4-4 5-0-0 11-0-0 5-0-0 16-0-0 6-0-0 22-0-0 6-0-0 6-0-0 5-10-4 22-0-0 5-10-4 5-10-4 10-3-8 16-1-12 7-11-0 1-11-0 0-1-15 7-9-1 7-9-1 0-1-15 7-11-0 Scale = 1:53.5 Plate Offsets (X, Y): [2:0-3-8,Edge], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.23 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.46 9-11 >565 180 TCDL 10.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.02 8 n/a n/a 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 3x6 = = 4x6 3x4 = 5x6 = 3x4 = 5x6 = 3x8 = = 4x6 3x6 = = 2x4 13 12 11 10 9 1 8 2 7 14 17 3 6 4 15 16 5 1-4-4 -1-4-4 1-4-4 23-4-4 3-11-1 18-3-1 3-11-1 7-8-0 3-9-0 3-9-0 3-9-0 22-0-0 6-8-0 14-4-0 6-11-8 14-5-12 7-6-4 22-0-0 7-6-4 7-6-4 9-7-0 1-11-0 0-1-15 9-5-1 9-5-1 0-1-15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 3x8 = = 4x6 = 3x8 3x4 = 5x6 = 3x6 = 5x6 = 3x8 = = 3x8 = 4x6 3x8 = = 2x4 15 14 13 12 11 1 10 2 9 3 8 16 19 4 7 17 18 5 6 1-4-4 -1-4-4 1-4-4 23-4-4 3-4-0 12-8-0 3-7-15 22-0-0 3-9-2 3-9-2 5-6-14 9-4-0 5-8-1 18-4-1 3-7-8 12-9-12 9-2-4 22-0-0 9-2-4 9-2-4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 4x6 = 2x4 3x8 = = 3x4 = 4x6 4x6 = = 3x4 = 2x4 3x8 = = 4x6 = 2x4 14 13 12 11 10 1 9 2 8 3 7 4 6 5 1-4-4 -1-4-4 1-4-4 23-4-4 5-4-6 11-0-0 5-4-6 16-4-6 5-7-10 22-0-0 5-7-10 5-7-10 5-7-10 22-0-0 5-7-10 5-7-10 10-8-12 16-4-6 1-11-0 12-11-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 3x4 = = 2x4 5x9 = 3x10 = 4x6 = 3x4 = = 3x6 4x6 = 3x8 = 3x4 = = 3x4 = 3x6 3x4 = = 4x6 = 2x4 15 14 13 12 11 10 9 8 7 17 16 1 2 3 6 5 4 1-4-4 23-4-4 1-10-0 1-10-0 3-9-12 5-7-12 5-4-4 11-0-0 5-4-4 16-4-4 5-7-12 22-0-0 1-2-8 12-2-8 1-4-12 1-8-4 0-3-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 Sheet Front 1 Ply 4x6 = 24 23 22 21 20 19 18 17 16 15 14 1 13 2 12 3 11 4 10 5 9 6 8 7 1-4-4 -1-4-4 1-4-4 13-4-4 6-0-0 6-0-0 6-0-0 12-0-0 12-0-0 1-11-0 7-11-0 Scale = 1:48.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 86 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 14=12-0-0, 15=12-0-0, 16=12-0-0, 17=12-0-0, 18=12-0-0, 19=12-0-0, 20=12-0-0, 21=12-0-0, 22=12-0-0, 23=12-0-0, 24=12-0-0 Max Uplift 14=-56 (LC 9), 15=-83 (LC 6), 16=-7 (LC 10), 17=-21 (LC 10), 19=-91 (LC 5), 21=-21 (LC 10), 22=-7 (LC 10), 23=-83 (LC 6), 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 6x8 = 4x6 = 3x8 = 6x8 = = 2x4 7 6 5 1 2 4 3 1-4-4 -1-4-4 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 1-11-0 7-11-0 Scale = 1:51.3 Plate Offsets (X, Y): [2:0-3-8,Edge], [4:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.03 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.05 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 61 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 5=0-3-8, 7=0-3-8 Max Horiz 7=24 (LC 10) Max Grav 5=490 (LC 8), 7=564 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 3-4=-425/20, 1-2=0/106, 2-3=-434/22, 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 6x8 = 3x4 = 4x6 = = 2x4 = 2x4 3x4 = 8 7 6 1 5 2 4 3 5-7-12 1-4-4 -1-4-4 1-6-4 13-5-8 5-11-4 11-11-4 6-0-0 6-0-0 0-2-12 12-2-0 1-3-8 13-5-8 5-11-4 11-11-4 6-0-0 6-0-0 1-11-0 0-5-8 1-5-1 7-11-0 Scale = 1:58.8 Plate Offsets (X, Y): [2:0-3-8,Edge], [5:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.04 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.08 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 58 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 6x8 = 3x4 = 5x6 = 3x4 = 3x8 = = 3x4 8 7 6 5 1 2 9 3 10 4 1-4-4 -1-4-4 6-5-5 6-5-5 7-0-3 13-5-8 0-2-12 12-2-0 1-3-8 13-5-8 5-7-11 11-11-4 6-3-9 6-3-9 8-4-5 1-11-0 8-2-6 0-1-15 8-2-6 8-2-6 0-1-15 8-4-5 Scale = 1:57.2 Plate Offsets (X, Y): [2:0-3-8,Edge], [3:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.04 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.26 Vert(CT) -0.07 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 84 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x4 SP 2400F 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 4x6 = 3x4 = 8x8 = 3x4 = 4x6 = = 2x4 8 7 6 5 1 9 2 3 10 4 1-4-4 -1-4-4 4-9-5 4-9-5 8-8-3 13-5-8 0-1-12 12-0-0 1-5-8 13-5-8 4-7-9 4-7-9 7-2-11 11-10-4 6-8-5 1-11-0 6-6-6 0-1-15 6-6-6 6-6-6 0-1-15 6-8-5 Scale = 1:50.8 Plate Offsets (X, Y): [2:0-3-8,Edge], [3:0-6-1,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.05 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.10 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 83 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x6 SP No.1 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 3x6 3x8 = 5x6 = 3x4 = 3x4 = 3x4 = = 2x4 Special NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED 9 8 14 15 16 17 7 6 1 2 3 10 11 4 12 13 5 1-4-4 -1-4-4 5-0-2 8-1-14 3-1-12 3-1-12 5-3-10 13-5-8 0-1-12 12-0-0 1-5-8 13-5-8 3-0-0 3-0-0 8-10-4 11-10-4 5-0-12 1-11-0 4-10-12 0-1-15 4-10-12 4-10-12 0-1-15 5-0-12 Scale = 1:48.9 Plate Offsets (X, Y): [3:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.02 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.04 7-8 >999 180 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 10 12 Sheet Front 1 Ply = 3x6 6x10 = = 2x8 = 4x12 = 2x8 6x10 = = 3x6 18 14 13 1 2 20 22 12 17 16 15 3 11 19 21 4 10 5 9 6 8 7 0-10-15 -0-10-15 1-4-4 13-11-4 1-10-12 8-2-4 1-10-12 6-3-8 4-4-12 4-4-12 4-4-12 12-7-0 0-3-8 0-3-8 0-3-8 12-7-0 4-1-1 8-4-0 3-11-8 4-3-0 3-11-8 12-3-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 10 12 = 3x8 = 2x4 5x9 = = 2x4 = 4x6 = 2x4 5x9 = = 3x8 = 2x4 10 9 6 1 5 8 7 2 4 3 1-10-12 8-2-4 1-10-12 6-3-8 4-4-12 4-4-12 4-4-12 12-7-0 0-3-8 12-7-0 0-3-8 0-3-8 4-1-1 8-4-0 3-11-8 4-3-0 3-11-8 12-3-8 2-11-0 1-11-0 9-2-8 1-0-0 1-0-0 0-4-9 1-4-9 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 10 12 = 3x6 = 2x4 5x9 = = 2x4 = 4x6 = 2x4 5x9 = = 3x6 = 2x4 10 11 9 6 1 5 8 7 2 4 3 1-10-12 8-2-4 1-10-12 6-3-8 4-4-12 4-4-12 4-4-12 12-7-0 0-3-8 12-7-0 0-3-8 0-3-8 4-1-1 8-4-0 3-11-8 4-3-0 3-11-8 12-3-8 2-11-0 9-2-8 1-0-0 1-0-0 0-4-9 1-4-9 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 4x6 = 3x8 6x6 = 4x6 = 4x6 = = 3x6 4x9 = = 2x8 HUS26 HUS26 HUS26 HUS26 HUS26HUS26 HUS26 10 11 12 9 87 13 14 15 6 5 4 1 3 2 0-5-12 12-11-0 0-4-0 13-3-0 6-1-12 12-5-4 6-3-8 6-3-8 0-4-6 6-7-14 0-3-12 12-7-4 0-7-12 13-3-0 5-7-10 12-3-8 6-3-8 6-3-8 9-2-8 2-11-0 0-5-8 0-5-8 2-1-8 2-7-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x8 MT18HS 6x12 = = 4x9 10x10 = 6x6 = 6x8 = 10x10 = = 2x4 6x8 = 6x6 = 10x10 = = 4x9 MT18HS 6x12 = = 2x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HHUS28 -2 14 19 20 21 22 13 23 12 24 25 2611 10 9 8 1 7 15 18 2 6 31617 4 5 4-2-13 4-2-13 5-6-6 14-0-0 5-6-6 19-6-6 4-2-13 8-5-10 4-2-15 23-9-5 4-2-11 28-0-0 5-8-2 19-8-2 5-8-2 14-0-0 8-3-14 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 6 12 Sheet Front 1 Ply = 3x8 6x12 = = 3x10 = 3x10 = 4x12 = 3x10 = 3x10 6x12 = = 3x8 26 16 1 15 25 17 2 14 30 29 24 23 22 21 33 34 20 19 18 28 32 3 13 4 12 5 11 27 31 6 10 7 9 8 1-4-4 16-11-4 1-4-4 -1-4-4 3-4-4 11-1-12 3-4-4 7-9-8 4-5-4 4-5-4 4-5-4 15-7-0 0-3-8 0-3-8 0-3-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 6 12 = 2x4 = 3x8 5x9 = = 2x4 = 4x6 = 2x4 5x9 = = 3x8 = 2x4 11 8 1 7 2 6 10 9 3 5 4 1-4-4 -1-4-4 1-4-4 16-11-4 3-4-4 11-1-12 3-4-4 7-9-8 4-5-4 4-5-4 4-5-4 15-7-0 0-3-8 0-3-8 0-3-8 15-7-0 4-0-0 4-3-8 4-0-0 15-3-8 7-0-0 11-3-8 1-11-0 9-8-8 2-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 6 12 = 2x4 = 3x6 5x9 = = 2x4 = 4x6 = 2x4 5x9 = = 3x6 = 2x4 9 6 1 5 8 7 2 4 3 3-4-4 11-1-12 3-4-4 7-9-8 4-5-4 4-5-4 4-5-4 15-7-0 0-3-8 0-3-8 0-3-8 15-7-0 4-0-0 4-3-8 4-0-0 15-3-8 7-0-0 11-3-8 1-11-0 9-8-8 2-0-0 Scale = 1:58.6 Plate Offsets (X, Y): [7:0-5-4,0-2-8], [8:0-5-4,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.08 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.17 7-8 >999 180 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 6 12 = 4x6 = 4x12 10x10 = = 2x4 = 4x9 = 2x4 10x10 = = 4x12 = 4x6 Special Special HUS28 HUS28 HUS28 Special Special 9 10 16 6 1 5 118 12 13 14 7 15 2 4 3 3-4-4 11-1-12 3-4-4 7-9-8 4-5-4 4-5-4 4-5-4 15-7-0 0-3-8 0-3-8 0-3-8 15-7-0 4-0-0 4-3-8 4-0-0 15-3-8 7-0-0 11-3-8 1-11-0 9-8-8 2-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 3x4 = 4x9 = 3x4 = 4x6 = 3x4 = 4x9 = 3x4 = 3x4 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6 18 19 20 1 17 9 8 7 21 5 10 16 2 11 12 13 3 14 15 4 1-0-0 19-1-8 4-9-10 9-0-12 4-9-10 13-10-5 4-3-2 4-3-2 4-3-3 18-1-8 4-1-6 4-1-6 4-1-7 18-1-8 9-10-11 14-0-1 4-9-3 0-7-0 0-2-2 3-11-8 3-11-8 0-2-2 4-1-10 Scale = 1:45.3 Plate Offsets (X, Y): [2:0-4-8,0-0-13], [4:0-4-8,0-0-13], [5:0-1-13,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.04 7-9 >999 240 MT20 197/144 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x8 = 2x4 5x6 = 3x4 = 5x6 = 3x4 = = 5x9 5 1 8 7 6 4 9 12 10 11 2 3 1-0-0 19-1-8 4-9-10 11-5-9 6-7-15 6-7-15 6-7-15 18-1-8 5-1-2 11-7-5 6-6-3 6-6-3 6-6-3 18-1-8 6-9-3 0-7-0 0-2-2 5-11-8 5-11-8 0-2-2 6-1-10 Scale = 1:43.2 Plate Offsets (X, Y): [1:0-3-8,Edge], [2:0-3-0,0-2-1], [3:0-3-0,0-2-1], [4:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.09 4-6 >999 240 MT20 169/123 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.15 4-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.02 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 70 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 2-3:2x4 SPF No.2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x8 = 2x4 4x6 = 5x9 = = 2x4 = 3x8 6 1 7 5 2 4 3 1-0-0 19-1-8 4-7-0 4-7-0 4-5-12 9-0-12 4-5-12 13-6-8 4-7-0 18-1-8 9-0-12 9-0-12 9-0-12 18-1-8 8-9-3 0-7-0 8-1-10 Scale = 1:53 Plate Offsets (X, Y): [1:0-3-8,Edge], [5:0-3-8,Edge], [7:0-4-8,0-3-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.14 1-7 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.69 Vert(CT) -0.29 1-7 >734 180 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.02 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 72 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 Right: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x4 3x6 = = 5x9 3x6 = 4x6 = 3x8 = = 2x4 = 3x8 9 6 8 7 5 4 12 1 10 11 2 3 0-8-13 18-10-5 2-2-9 9-0-12 4-5-12 13-6-8 4-7-0 18-1-8 6-10-3 6-10-3 9-0-12 9-0-12 9-0-12 18-1-8 8-6-9 6-1-6 0-7-0 0-2-2 6-1-6 6-1-6 0-2-2 6-3-8 1-10-2 8-1-10 Scale = 1:55.9 Plate Offsets (X, Y): [2:0-4-8,0-1-14], [5:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.14 7-9 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.69 Vert(CT) -0.29 7-9 >744 180 TCDL 10.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.02 5 n/a n/a 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 3x6 3x6 = MT18HS 7x10 = 3x4 = 5x6 = 3x8 = = 2x4 = 3x8 10 6 9 8 7 5 13 4 1 2 11 12 3 0-8-13 18-10-5 1-9-2 1-9-2 4-6-14 13-5-6 4-8-2 18-1-8 7-1-6 8-10-8 1-7-6 1-7-6 7-4-14 9-0-4 9-1-4 18-1-8 8-8-7 6-9-15 0-7-0 0-2-2 8-1-6 8-1-6 0-2-2 8-3-8 Scale = 1:63.1 Plate Offsets (X, Y): [2:0-7-0,0-2-0], [3:0-3-0,0-2-1], [5:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.16 5-7 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.33 5-7 >644 180 MT18HS 197/144 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 4x6 3x4 = 4x9 = 3x4 = 5x6 = 3x8 = = 3x4 = 3x6 = 2x4 = 3x8 12 7 11 10 9 8 6 16 5 4 1 15 13 2 14 3 0-8-13 18-10-5 2-11-0 6-9-4 3-10-5 3-10-5 5-7-7 12-4-12 5-8-12 18-1-8 3-2-8 6-11-0 3-8-9 3-8-9 5-5-11 12-4-12 5-8-12 18-1-8 10-5-7 6-9-15 0-7-0 0-2-2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 3x8 3x4 = = 4x6 3x6 = = 2x4 3x8 = = 3x4 = 2x4 = 3x8 10 9 8 7 6 5 1 4 3 2 3-8-12 13-9-6 4-4-2 18-1-8 4-8-14 10-0-11 5-3-13 5-3-13 2-1-2 2-1-2 7-11-9 10-0-11 8-0-13 18-1-8 6-9-15 0-7-0 11-3-1 Scale = 1:67 Plate Offsets (X, Y): [6:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.10 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.21 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 103 lb FT = 20% 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 4x6 4x9 = 5x6 = 3x4 = 4x6 = 3x6 = 3x4 = 4x9 = 4x6 = = 2x4 = 6x12 4x9 = 4x6 = 5x6 = = 2x4 4x9 = 4x9 = 5x6 = 6x6 = = 2x4 = 6x10 5x6 = 4x9 = = 4x6 = 2x4 Special NAILED NAILEDNAILEDNAILED NAILEDNAILED NAILED NAILED NAILEDNAILEDNAILED NAILED NAILED NAILEDNAILEDNAILED NAILED NAILED NAILED Special Special NAILEDNAILED NAILEDNAILEDNAILEDNAILED NAILED NAILED 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 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) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 95 lb up at 2-8-10, and 123 lb down and 95 lb up at 41-7-14 on top chord, and 45 lb down and 39 lb up at 2-8-10, and 45 lb down and 39 lb up at 41-7-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-10=-60, 10-11=-60, 11-12=-60, 12-13=-60, 13-14=-60, 15-28=-20 Concentrated Loads (lb) Vert: 8=-37 (F), 10=-37 (F), 27=8 (F), 23=2 (F), 21=-19 (F), 9=-75 (F), 20=-38 (F), 18=-19 (F), 17=2 (F), 16=8 (F), 35=-78 (F), 36=-37 (F), 37=-37 (F), 39=-37 (F), 40=-37 (F), 41=-78 (F), 43=3 (F), 44=3 (F), 45=3 (F), 46=3 (F), 47=3 (F), 48=3 (F), 49=-45 (F), 50=-19 (F), 51=-19 (F), 52=-19 (F), 53=-19 (F), 54=-45 (F), 55=3 (F) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011067 WF43 DESIGN T G01 Roof Special Girder 1 2 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:34 Page: 2 ID:rCdAMlJDLmz0kCfA5dUsa7zPAai-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 6 12 = 4x6 5x6 = = 3x6 3x4 = 6x8 = 3x6 = 4x12 = 3x6 = 4x6 = = 4x6 6x8 = 4x6 = = 6x12 3x6 = 3x8 = 5x6 = 3x6 = 8x8 = 3x6 = = 6x12 5x6 = 3x10 = = 5x6 30 24 23 22 21 20 19 18 17 16 15 1 14 33 40 29 28 27 26 25 2 13 3 4 5 6 7 34 8 11 39 12 9 35 3637 38 10 1-4-4 45-8-12 1-4-4 -1-4-4 2-4-13 34-0-2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 6 12 = 2x4 = 4x6 = 2x4 = 2x4 = 2x4 5x6 = = 3x6 3x6 = 3x8 = 5x6 = 4x6 = = 2x4 = 2x4 4x9 = 6x10 = = 2x8 = MT18HS 3x8 3x6 = = 5x9 4x9 = 5x6 = 5x6 = 3x6 = 6x12 = = 5x9 5x6 = 4x6 = = 6x12 = 2x8 27 22 21 20 19 1817 16 15 1 14 25 24 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 6 12 = 2x4 = 3x8 = 2x4 = 2x4 = 2x4 5x9 = = 2x4 = 3x4 = 4x6 3x6 = 3x4 = 5x6 = = 2x4 = 2x4 6x8 = = 2x8 = 2x8 3x4 = 3x4 = 3x4 = 4x9 = 3x8 = = 3x4 20 15 14 13 12 11 1 19 18 17 16 232 3 24 45 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 6 12 = 2x4 = 4x6 = 2x4 = 2x4 = 2x4 5x6 = = 3x6 = 3x4 = 2x4 4x9 = 3x4 = 4x9 = = 2x4 = 2x4 6x8 = = 2x4 3x4 = 3x4 = 3x8 = 4x6 = 3x8 = 4x9 = 3x6 = 20 15 14 13 12 11 1 18 17 16 19 2 3 423 5 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 6 12 = 2x4 = 3x8 = 2x4 = 2x4 = 2x4 5x6 = = 3x6 3x4 = = 3x4 3x4 = = 3x6 4x9 = 3x4 = = 2x4 = 2x4 6x8 = = 2x4 = 2x4 3x4 = 3x4 = 3x4 = 4x9 = 3x8 = 3x4 = 21 15 14 13 12 11 1 19 18 17 16 20 2 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 5x6 4x6 = = 3x6 = 3x4 3x4 = 3x4 = 6x8 = 3x4 = 3x4 = 7x12 = = 2x4 4x9 = = 4x6 15 14 13 12 11 10 9 8 1 2 3 4 5 6 7 1-4-4 -1-4-4 6-1-11 12-6-13 6-5-3 6-5-3 9-10-6 22-5-3 8-1-13 30-7-0 0-1-12 16-8-0 3-9-11 16-6-4 5-9-3 22-5-3 6-3-7 12-8-9 6-5-3 6-5-3 8-1-13 30-7-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 6 12 = 2x4 = 4x6 5x6 = = 3x6 = 3x10 3x4 = 5x6 = 3x4 = = 2x4 = 2x4 6x10 = = 2x4 = 2x4 4x6 = 5x9 = 4x9 = 16 11 10 9 1 2 14 13 12 15 3 4 5 6 7 8 1-4-4 -1-4-4 4-5-4 4-5-4 8-5-15 21-0-12 8-1-9 12-6-13 9-6-4 30-7-0 0-3-8 0-3-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 4 12 6 12 = 4x9 = 3x6 4x6 = = 5x6 5x6 = 6x8 = 4x6 = 3x6 = 4x6 = 3x6 = 3x6 = 4x6 = 4x9 = 5x6 = = 3x6 = 3x6 6x10 = 6x6 = = 8x16 4x12 = 5x9 = = 4x6 NAILED NAILED NAILED Special 20 19 17 21 46 18 1 16 14 15 45 2 28 27 26 25 24 23 22 39 40 13 3 44 41 4 12 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 4 12 6 12 = 4x6 = 3x6 = 3x6 3x6 = = 5x6 5x6 = 6x8 = 3x6 = 3x6 = 3x6 = 3x6 = 3x6 = 3x6 = 3x8 = 5x6 = = 3x6 = 3x6 5x9 = MT18HS 6x12 = 5x6 = 6x6 = = 4x6 = 20 4x9 18 21 19 1 17 2 28 27 26 25 24 23 22 15 16 39 45 340 4 14 41 44 5 12 13 6 7 42 8 9 10 43 11 1-0-0 54-2-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 4 12 6 12 = 4x6 = 2x4 = 5x6 5x6 = 6x8 = 3x8 = 5x6 = = 2x4 5x9 = 6x8 = = 2x4 MT18HS 5x10 = 6x6 = = 2x4 = 4x6 = 21 20 4x9 18 22 19 23 1 17 2 30 29 28 27 26 25 24 16 31 14 15 332 4 13 33 5 12 6 7 348 9 10 35 11 1-0-0 54-2-0 1-4-4 -1-4-4 2-0-4 40-8-15 3-11-12 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 4 12 6 12 = 4x6 = 2x4 = 5x6 5x6 = 6x8 = 3x8 = 5x6 = 5x9 = 6x6 = 6x6 = MT18HS 5x10 = = 2x4 = 2x4 = 4x6 = 21 20 4x9 1819 1 17 2 28 27 26 25 24 23 22 16 29 3 30 15 13 14 4 35 31 12 5 6 34 7 328 9 10 33 11 1-0-0 54-2-0 1-4-4 -1-4-4 1-3-8 43-0-4 2-2-3 41-8-12 3-0-8 11-4-4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 4 12 6 12 = 4x6 = 2x4 = 5x6 5x6 = 6x8 = 3x8 = 4x9 = 3x8 = 5x6 = 5x9 = 6x10 = 6x8 = = 4x6 = 2x4 = 4x6 = 21 4x9 19 22 20 1 18 36 2 29 28 27 26 25 24 23 16 17 30 35 3 31 15 4 14 32 5 13 6 34 7 8 339 10 11 12 0-5-8 38-10-8 1-0-0 54-2-0 1-4-4 -1-4-4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 4 12 6 12 = 4x6 = 2x4 = 5x6 5x6 = 6x8 = 3x8 = = MT18HS 8x14 = 6x6 5x6 = 6x8 = = 4x6 = 2x4 = 4x6 = 19 4x9 17 20 18 1 16 2 33 27 26 25 24 23 22 21 15 28 14 32 3 29 13 4 12 30 5 6 7 318 9 10 11 1-0-0 54-2-0 1-4-4 -1-4-4 3-0-8 11-4-4 4-10-4 47-10-8 3-9-7 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 4 12 10 12 13.68 12 = 5x6 = 2x8 2x4 = 6x6 = = 4x6 2x4 = = 2x4 4x6 = = 6x6 = MT18HS 7x10 3x8 = 3x6 = 3x4 = 3x4 = 3x6 = 3x6 = 3x4 = 6x8 = 4x6 = = 4x6 3x4 = 18 16 15 14 13 12 11 10 17 1 2 3 20 9 4 21 5 22 6 7 23 24 8 3-3-10 4-9-6 1-5-12 1-5-12 6-3-13 25-0-11 6-5-9 18-8-14 6-5-9 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 4 12 10 12 2x4 = = 4x6 4x12 = = 2x4 = 8x8 = MT18HS 7x10 3x8 = 3x4 = 3x4 = 3x4 = 3x6 = 3x6 = 3x4 = 6x8 = 4x6 = = 4x6 3x4 = 18 17 16 15 14 13 12 11 10 1 2 3 19 9 4 20 5 21 6 7 22 23 8 1-3-10 4-9-6 3-5-12 3-5-12 3-4-4 34-10-8 6-3-13 25-0-11 6-5-9 18-8-14 6-5-9 31-6-3 7-5-15 12-3-5 0-3-8 0-3-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 4 12 10 12 = 3x4 = 4x6 4x9 = = 6x6 = MT18HS 7x10 3x8 = 3x4 = 3x4 = 3x4 = 3x6 = 3x6 = 3x4 = 6x8 = 4x6 = = 4x6 3x4 = 16 15 14 13 12 11 10 9 1 2 17 8 3 18 4 19 5 6 20 21 7 4-9-6 4-9-6 6-3-13 25-0-11 6-5-9 18-8-14 6-5-9 31-6-3 7-5-15 12-3-5 3-4-4 34-10-8 3-6-0 34-10-8 4-7-10 4-7-10 7-9-7 12-5-1 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 10 12 = 2x4 3x6 = 3x6 = 5x6 = 4x6 = = 3x6 3x4 = = 3x6 4x9 = = 5x9 3x4 = 3x4 = 10 9 8 7 6 1 2 11 12 3 4 5 1-3-5 1-3-5 7-11-1 16-9-15 7-7-9 8-10-14 1-1-9 1-1-9 0-3-8 16-9-15 7-7-9 16-6-7 7-9-5 8-10-14 14-1-13 1-2-4 7-0-6 1-2-4 7-1-6 Scale = 1:82.5 Plate Offsets (X, Y): [5:0-3-5,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 10 12 3x6 = 3x6 = 4x6 = 4x6 = = 3x6 = 3x4 4x12 = = 3x6 3x6 = = 4x6 = 4x9 5x6 = 3x4 = 3x4 = 8 7 23 14 12 11 10 9 1 2 13 3 22 24 4 5 6 13-2-7 0-7-0 16-9-15 0-1-12 0-1-12 1-10-5 13-7-11 1-1-9 1-3-5 2-7-4 16-2-15 4-4-12 11-9-6 6-1-5 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 4x6 = 4x6 = 3x4 10x10 = = 3x6 4x6 = = 5x9 4x6 = 6x8 = 3x4 = 6x6 = 4x9 = 6x6 = 4x6 = 3x6 = 3x4 = HUS26 HUS26 HUS26 HUS26 HUS26 16 15 14 25 26 27 28 29 13 12 11 10 1 2 19 3 4 20 21 1178 5 22 6 237 24 8 9 0-5-4 27-4-14 1-0-6 23-7-10 1-4-4 -1-4-4 3-4-0 26-11-10 5-1-11 17-5-8 5-1-11 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 4x6 3x4 = = 3x6 = 3x4 3x4 = 5x6 = 3x4 = 3x8 = 3x4 = 3x4 = 6x6 = 3x4 = 4x9 = 6x6 = = 4x6 17 16 15 14 13 12 11 10 1 2 3 4 18 5 19 6 20 7 21 8 9 1-4-4 -1-4-4 2-11-3 23-7-10 4-11-15 15-4-15 5-3-7 20-8-7 5-0-12 10-5-0 5-4-4 5-4-4 3-9-4 27-4-14 0-1-14 10-5-2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x8 = 5x9 4x6 = 5x6 = 3x4 = 3x4 = 3x6 = 3x4 = = 4x12 = 4x6 4x9 = = 2x8 5x9 = 3x4 = 14 13 12 11 10 9 8 1 2 17 18 3 19 4 20 5 1156 21 6 22 7 0-5-4 27-4-14 1-4-4 -1-4-4 3-4-0 26-11-10 5-1-11 13-1-15 5-1-11 18-3-10 5-4-0 23-7-10 8-0-3 8-0-3 2-6-11 10-5-2 3-4-0 27-1-6 5-4-0 23-9-6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 6x6 = 3x4 = 5x6 = 3x8 = = 2x4 3x4 = = 2x4 5x9 = 8x8 = 4x9 = 5x9 = = 3x6 3x4 = 14 13 12 11 10 9 8 1 172 3 18 4 19 5 1156 20 21 6 7 0-5-4 27-4-14 1-4-4 -1-4-4 4-9-12 10-5-2 2-5-9 26-11-10 5-5-11 15-10-13 5-7-6 5-7-6 8-7-4 24-6-1 2-5-9 27-1-6 4-11-8 10-5-2 5-3-15 15-9-1 5-5-10 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 3x8 3x8 = 4x9 = 4x6 = 3x4 = 3x4 = = 2x4 5x9 = 4x6 = 4x9 = 8x8 = = 2x8 5x9 = 3x4 = Special NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED 15 14 26 2173 28 12 11 10 9 8 1 2 3 18 19 20 42122 23 5 24 25 1167 6 7 0-5-4 27-4-14 1-4-4 -1-4-4 5-1-11 8-4-5 5-1-11 13-6-0 3-2-10 3-2-10 4-10-6 26-11-10 8-7-4 22-1-4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x8 3x8 = = 4x6 3x4 = 3x4 = 6x6 = 3x6 = 3x4 = 8 7 6 5 1 9 2 3 10 4 4-8-6 4-8-6 4-8-11 9-5-1 7-8-7 17-1-8 7-10-3 17-1-8 9-3-5 9-3-5 9-6-8 1-8-5 9-4-6 1-4-13 0-2-2 9-4-6 9-4-6 0-2-2 9-6-8 Scale = 1:58.3 Plate Offsets (X, Y): [3:0-3-7,Edge], [4:Edge,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.16 6-8 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.32 6-8 >639 180 TCDL 10.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 6x8 4x9 = 5x6 = 3x6 = 3x4 = 3x8 = = 3x4 10 9 8 7 6 1 2 11 3 4 12 5 1-4-4 -1-4-4 4-10-14 11-11-2 4-10-14 16-10-0 0-0-8 16-10-8 7-0-4 7-0-4 0-0-8 16-10-8 0-1-12 16-10-0 6-10-8 6-10-8 9-9-11 16-8-4 7-6-8 1-8-5 0-2-2 0-3-8 0-3-8 7-0-14 7-4-6 0-2-2 7-6-8 Scale = 1:54.1 Plate Offsets (X, Y): [2:0-2-12,0-2-4], [3:0-3-0,0-2-1], [7:0-3-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 3x6 3x4 = 4x9 = 3x4 = 4x6 = 3x4 = 4x6 = = 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 10 17 9 18 19 8 20 7 21 22 23 6 1 2 11 3 12 13 14 4 15 16 5 1-4-4 -1-4-4 6-1-4 10-8-11 4-7-7 4-7-7 6-4-12 17-1-8 4-1-1 8-6-12 4-5-11 4-5-11 8-6-12 17-1-8 5-6-8 1-8-5 5-4-6 0-2-2 5-4-6 5-4-6 0-2-2 5-6-8 Scale = 1:45.2 Plate Offsets (X, Y): [3:0-4-8,0-0-13] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.03 6-8 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.06 6-8 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 6 n/a n/a 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 = 2x4 = 3x6 3x4 = NAILED NAILED NAILED NAILED 5 7 4 1 2 6 3 2-1-6 -2-1-6 3-8-4 3-8-4 0-2-3 3-8-4 3-6-1 3-6-1 4-3-5 1-11-0 4-3-5 Scale = 1:45.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) 0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.14 Vert(CT) -0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=88 (LC 10) Max Uplift 3=-56 (LC 6), 4=-40 (LC 10), 5=-34 (LC 9) Max Grav 3=100 (LC 8), 4=80 (LC 5), 5=352 (LC 6) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 2x4 5 4 1 2 3 1-4-5 1-4-5 1-4-4 -1-4-4 1-4-5 3-3-5 1-11-0 3-3-5 Scale = 1:27 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.14 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=72 (LC 10) Max Uplift 3=-61 (LC 6), 4=-36 (LC 10), 5=-30 (LC 5) Max Grav 3=68 (LC 5), 4=40 (LC 5), 5=268 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-235/17, 1-2=0/106, 2-3=-60/46 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 2x8 5 4 1 2 3 1-4-4 -1-4-4 2-5-8 2-5-8 2-5-8 4-4-8 1-11-0 4-4-8 Scale = 1:29 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=89 (LC 13) Max Uplift 3=-39 (LC 13), 4=-18 (LC 13), 5=-10 (LC 12) Max Grav 3=92 (LC 11), 4=51 (LC 5), 5=245 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-208/5, 1-2=0/106, 2-3=-65/61 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 5 4 1 2 3 1-4-4 -1-4-4 1-11-10 1-11-10 1-11-10 3-4-0 1-8-5 3-4-0 Scale = 1:26.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.13 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=69 (LC 10) Max Uplift 3=-27 (LC 6), 4=-14 (LC 10), 5=-3 (LC 9) Max Grav 3=68 (LC 5), 4=39 (LC 5), 5=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-213/2, 1-2=0/96, 2-3=-54/41 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 3.33 12 = 3x10 5 4 1 2 3 1-9-10 -1-9-10 2-1-11 2-1-11 0-0-9 0-0-9 2-1-2 2-1-11 1-7-14 1-0-12 1-7-14 Scale = 1:24.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.21 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-4-5 Max Horiz 5=31 (LC 14) Max Uplift 3=-48 (LC 8), 4=-12 (LC 8) Max Grav 3=41 (LC 7), 4=31 (LC 5), 5=345 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-304/12, 1-2=0/52, 2-3=-38/10 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x4 = 2x8 5 4 1 2 3 1-4-4 -1-4-4 2-0-0 2-0-0 2-0-0 3-4-5 1-8-5 3-4-5 Scale = 1:26.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.28 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 5=0-3-8 Max Horiz 5=70 (LC 10) Max Uplift 4=-40 (LC 10) Max Grav 4=51 (LC 6), 5=322 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-335/14, 1-2=0/96, 2-3=-119/0 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6 12 = 2x4 = 2x4 5 4 1 2 3 1-0-0 -1-0-0 1-3-8 1-3-8 1-3-8 1-8-8 1-0-12 1-8-8 Scale = 1:26.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-0 Max Horiz 5=32 (LC 17) Max Uplift 3=-31 (LC 8), 4=-4 (LC 8) Max Grav 3=30 (LC 7), 4=19 (LC 5), 5=204 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-182/1, 1-2=0/51, 2-3=-38/12 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 = 2x8 = 2x8 5 4 1 2 3 2-1-6 -2-1-6 3-0-8 3-0-8 3-0-8 3-10-6 1-11-0 3-10-6 Scale = 1:27.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) 0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.05 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=81 (LC 10) Max Uplift 3=-38 (LC 6), 4=-3 (LC 10) Max Grav 3=86 (LC 8), 4=50 (LC 3), 5=373 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-320/0, 1-2=0/122, 2-3=-69/42 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x8 = 2x4 5 4 1 2 3 1-4-4 -1-4-4 2-0-8 2-0-8 2-0-8 3-11-8 1-11-0 3-11-8 Scale = 1:28.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.18 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=82 (LC 10) Max Uplift 3=-36 (LC 10), 4=-23 (LC 10), 5=-15 (LC 9) Max Grav 3=81 (LC 5), 4=46 (LC 5), 5=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-213/10, 1-2=0/106, 2-3=-60/55 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 = 3x4 = 3x6 5 4 1 2 3 1-9-2 -1-9-2 3-4-15 3-4-15 0-0-5 0-0-5 3-4-10 3-4-15 3-10-8 1-8-5 3-10-8 Scale = 1:30.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.33 Vert(TL) -0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.04 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-15 Max Horiz 5=173 (LC 4) Max Uplift 3=-61 (LC 4), 4=-13 (LC 4), 5=-26 (LC 4) Max Grav 3=113 (LC 8), 4=58 (LC 3), 5=312 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-261/77, 1-2=0/103, 2-3=-67/52 BOT CHORD 4-5=0/0 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 4x6 = 2x8 = 2x4 5x6 = NAILED NAILED 7 6 5 1 2 3 8 4 1-9-8 1-4-4 -1-4-4 1-8-0 4-0-8 2-4-8 2-4-8 1-9-12 4-0-8 2-2-12 2-2-12 4-3-8 1-11-0 1-6-1 0-1-15 4-3-8 Scale = 1:42.6 Plate Offsets (X, Y): [3:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) 0.04 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.05 6-7 >884 180 TCDL 10.0 Rep Stress Incr NO WB 0.02 Horiz(TL) 0.15 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 5= Mechanical, 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 3x6 3x4 = 5 4 1 2 3 1-4-4 -1-4-4 4-0-8 4-0-8 0-2-6 4-0-8 3-10-2 3-10-2 5-11-8 1-11-0 5-11-8 Scale = 1:37.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.02 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=115 (LC 10) Max Uplift 3=-33 (LC 10), 4=-21 (LC 10) Max Grav 3=149 (LC 8), 4=78 (LC 3), 5=262 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-223/12, 1-2=0/106, 2-3=-94/92 BOT CHORD 4-5=-101/80 WEBS 2-4=-87/110 NOTES 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 2x4 5 4 1 2 3 1-0-8 1-0-8 1-4-4 -1-4-4 1-0-8 2-11-8 1-11-0 2-11-8 Scale = 1:32.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.13 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=67 (LC 10) Max Uplift 3=-95 (LC 6), 4=-48 (LC 10), 5=-43 (LC 5) Max Grav 3=63 (LC 5), 4=36 (LC 5), 5=295 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-262/25, 1-2=0/106, 2-3=-79/43 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 = 3x4 = 2x8 NAILED NAILED 7 5 4 1 2 6 3 2-1-6 -2-1-6 3-7-0 3-7-0 3-7-0 4-2-8 1-11-0 4-2-8 Scale = 1:37.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.06 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=86 (LC 10) Max Uplift 3=-41 (LC 10), 4=-15 (LC 10), 5=-28 (LC 9) Max Grav 3=100 (LC 8), 4=59 (LC 5), 5=349 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-291/19, 1-2=0/122, 2-6=-63/37, 3-6=-49/45 BOT CHORD 5-7=0/0, 4-7=0/0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 = 3x4 = 2x8 5 4 1 2 3 2-1-6 -2-1-6 3-3-13 3-3-13 0-0-7 0-0-7 3-3-6 3-3-13 4-0-8 1-11-0 4-0-8 Scale = 1:31 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) 0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.05 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=84 (LC 10) Max Uplift 3=-28 (LC 6), 4=-1 (LC 10) Max Grav 3=97 (LC 8), 4=56 (LC 3), 5=371 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-316/0, 1-2=0/122, 2-3=-72/44 BOT CHORD 4-5=0/0 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 4x6 = 2x8 = 2x4 5x6 = Special Special 7 6 5 1 2 3 8 4 1-7-8 1-4-4 -1-4-4 1-5-0 3-7-8 2-2-8 2-2-8 1-6-12 3-7-8 2-0-12 2-0-12 4-1-8 1-11-0 1-6-1 0-1-15 4-1-8 Scale = 1:42 Plate Offsets (X, Y): [3:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) 0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.04 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.02 Horiz(TL) 0.12 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 5= Mechanical, 7=0-3-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 3x4 = = 2x8 5 4 1 2 3 1-4-4 -1-4-4 3-7-8 3-7-8 3-7-8 5-6-8 1-11-0 5-6-8 Scale = 1:32.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) 0.03 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.09 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=210 (LC 4) Max Uplift 3=-105 (LC 4), 4=-33 (LC 4) Max Grav 3=157 (LC 8), 4=72 (LC 5), 5=251 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-212/0, 1-2=0/106, 2-3=-100/99 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 5 4 1 2 3 1-4-4 -1-4-4 2-11-0 2-11-0 2-11-0 4-1-8 1-8-5 4-1-8 Scale = 1:28 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=81 (LC 13) Max Uplift 3=-31 (LC 13), 4=-5 (LC 13) Max Grav 3=100 (LC 11), 4=50 (LC 3), 5=246 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-205/0, 1-2=0/96, 2-3=-66/55 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 = 2x4 = 2x8 5 4 1 2 3 1-4-15 1-4-15 2-1-6 -2-1-6 1-4-15 2-9-14 1-11-0 2-9-14 Scale = 1:25.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.16 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.03 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=64 (LC 10) Max Uplift 3=-156 (LC 6), 4=-26 (LC 10), 5=-16 (LC 9) Max Grav 3=55 (LC 5), 4=30 (LC 5), 5=455 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-407/14, 1-2=0/122, 2-3=-98/28 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 4x6 = = 2x4 = 3x6 Special NAILED Special NAILED 8 7 10 6 5 1 2 3 9 4 0-10-10 3-6-12 1-4-4 -1-4-4 0-3-8 5-5-10 1-5-10 1-5-10 3-8-8 5-2-2 0-3-8 5-5-10 1-3-14 1-3-14 3-10-4 5-2-2 2-11-0 1-8-5 1-3-3 2-1-14 0-2-2 2-11-0 Scale = 1:45.4 Plate Offsets (X, Y): [4:0-3-0,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) 0.09 6-7 >690 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.09 6-7 >670 180 TCDL 10.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.17 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 22 lb FT = 20% 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 3x6 3x4 = 4x6 = 7 6 5 1 2 8 3 4 1-4-4 -1-4-4 1-7-3 5-5-10 3-10-7 3-10-7 1-8-15 5-5-10 3-8-11 3-8-11 4-11-0 1-8-5 0-2-2 4-11-0 Scale = 1:34.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.10 6-7 >650 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.17 6-7 >369 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.20 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=93 (LC 15) Max Uplift 4=-3 (LC 15), 5=-10 (LC 15) Max Grav 4=89 (LC 16), 5=227 (LC 21), 7=539 (LC 17) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x4 = 2x8 = 2x4 = 2x4 7 6 5 1 2 3 4 1-4-4 -1-4-4 2-8-13 2-8-13 2-8-13 5-5-10 2-8-13 2-8-13 2-8-13 5-5-10 6-3-0 1-8-5 6-3-0 Scale = 1:37.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.07 6-7 >967 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.12 6 >526 180 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.13 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=116 (LC 10) Max Uplift 4=-30 (LC 10), 5=-5 (LC 10) Max Grav 4=150 (LC 8), 5=113 (LC 8), 7=313 (LC 1) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 3x4 = 2x8 5 4 1 2 3 1-0-0 1-0-0 1-4-4 -1-4-4 1-0-0 2-11-0 1-11-0 2-11-0 Scale = 1:32.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.25 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=130 (LC 4) Max Uplift 3=-101 (LC 6), 4=-100 (LC 4), 5=-52 (LC 5) Max Grav 3=68 (LC 5), 4=35 (LC 5), 5=300 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-268/34, 1-2=0/106, 2-3=-83/47 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 = 3x4 = 3x6 = 2x4 = 3x4 NAILED NAILED NAILED NAILED 6 9 10 5 4 1 2 7 8 3 2-1-6 -2-1-6 0-3-8 4-9-6 4-5-14 4-5-14 0-0-7 0-0-7 0-3-8 4-9-6 4-5-7 4-5-14 4-11-12 1-11-0 4-11-12 Scale = 1:46.7 Plate Offsets (X, Y): [3:0-3-6,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) 0.03 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.04 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.07 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 3x6 3x4 = 5 4 1 2 3 1-4-4 -1-4-4 1-6-9 1-6-9 0-1-4 1-6-9 1-5-5 1-5-5 2-11-12 1-8-5 2-11-12 Scale = 1:29.3 Plate Offsets (X, Y): [4:Edge,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=-41 (LC 4) Max Uplift 3=-67 (LC 6), 4=-20 (LC 10) Max Grav 3=54 (LC 5), 4=28 (LC 3), 5=259 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-245/0, 1-2=0/96, 2-3=-61/33 BOT CHORD 4-5=-27/18 WEBS 2-4=-26/40 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x4 = 2x4 5 4 1 2 3 1-4-4 -1-4-4 4-0-8 4-0-8 4-0-8 5-0-12 1-8-5 5-0-12 Scale = 1:30.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.02 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.06 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=97 (LC 10) Max Uplift 3=-37 (LC 10) Max Grav 3=139 (LC 8), 4=73 (LC 3), 5=261 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-224/0, 1-2=0/96, 2-3=-86/77 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x4 = 2x4 4 3 1 2 4-0-8 4-0-8 5-0-12 1-8-5 5-0-12 Scale = 1:30.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.02 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.03 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 2 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2= Mechanical, 3= Mechanical, 4=0-3-8 Max Horiz 4=-109 (LC 5) Max Uplift 2=-37 (LC 12) Max Grav 2=147 (LC 10), 3=75 (LC 3), 4=153 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-123/0, 1-2=-79/82 BOT CHORD 3-4=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 3x6 3x4 = 5 4 1 2 3 1-4-12 1-4-12 1-4-4 -1-4-4 0-1-1 1-4-12 1-3-11 1-3-11 3-3-12 1-11-0 3-3-12 Scale = 1:33.2 Plate Offsets (X, Y): [4:Edge,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=50 (LC 5) Max Uplift 3=-79 (LC 6), 4=-78 (LC 4) Max Grav 3=74 (LC 5), 4=25 (LC 3), 5=266 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-253/0, 1-2=0/106, 2-3=-73/50 BOT CHORD 4-5=-63/0 WEBS 2-4=0/106 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 3x6 = 2x4 5x6 = NAILED NAILED 1 2 6 5 3 4 1-0-0 -1-0-0 1-8-0 3-5-2 1-9-2 1-9-2 1-7-6 1-7-6 1-9-12 3-5-2 3-2-2 0-8-7 0-1-15 2-5-10 Scale = 1:34.3 Plate Offsets (X, Y): [3:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.02 6 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.04 6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.05 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 2=0-3-8, 4= Mechanical, 5= Mechanical Max Horiz 2=43 (LC 15) Max Uplift 4=-3 (LC 15) Max Grav 2=345 (LC 17), 4=98 (LC 16), 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 3x6 1 2 4 3 1-0-0 -1-0-0 3-5-2 3-5-2 3-5-2 4-10-2 0-8-7 4-1-10 Scale = 1:28.8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.01 2-4 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.02 2-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEDGE Left: 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=71 (LC 10) Max Uplift 3=-39 (LC 10) Max Grav 2=204 (LC 1), 3=140 (LC 8), 4=67 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54, 2-3=-81/91 BOT CHORD 2-4=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x8 NAILED NAILED 1 2 4 3 1-0-0 -1-0-0 2-3-2 2-3-2 2-3-2 3-1-3 0-7-0 2-5-10 Scale = 1:33.3 Plate Offsets (X, Y): [2:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.00 2-4 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 2-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=44 (LC 10) Max Uplift 3=-20 (LC 10) Max Grav 2=188 (LC 6), 3=89 (LC 8), 4=52 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-3=-57/48 BOT CHORD 2-4=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 = 2x8 1 5 4 2 3 1-6-3 -1-6-3 2-7-4 2-7-4 2-7-4 2-11-13 0-8-7 2-4-7 Scale = 1:22.6 Plate Offsets (X, Y): [5:0-4-0,0-0-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.23 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=50 (LC 10) Max Uplift 3=-11 (LC 10) Max Grav 3=73 (LC 8), 4=41 (LC 3), 5=272 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-224/6, 1-2=0/90, 2-3=-52/33 BOT CHORD 4-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.14 12 = 3x4 = 5x6 = 3x6 3x6 = 1 13 12 11 10 9 8 2 3 4 5 6 7 12-1-9 12-1-9 14-3-13 0-0-4 14-3-13 Scale = 1:73.2 Plate Offsets (X, Y): [5:0-3-0,0-3-0], [8:Edge,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.40 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horiz(TL) 0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9, 5-10 REACTIONS (size) 1=12-1-9, 8=12-1-9, 9=12-1-9, 10=12-1-9, 11=12-1-9, 12=12-1-9, 13=12-1-9 Max Uplift 1=-136 (LC 5), 8=-165 (LC 5), 9=-144 (LC 4), 10=-65 (LC 4), 11=-91 (LC 4), 12=-83 (LC 4), 13=-93 (LC 4) Max Grav 1=198 (LC 4), 8=230 (LC 4), 9=274 (LC 7), 10=218 (LC 7), 11=232 (LC 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.74 12 = 4x6 1 11 10 9 8 7 2 3 4 5 6 4-1-4 4-1-4 6-0-1 10-1-5 10-1-5 6-5-3 0-0-4 6-5-3 Scale = 1:41 Plate Offsets (X, Y): [3:0-2-15,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.18 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=10-1-5, 7=10-1-5, 8=10-1-5, 9=10-1-5, 10=10-1-5, 11=10-1-5 Max Uplift 1=-21 (LC 5), 7=-1 (LC 4), 8=-15 (LC 4), 9=-1 (LC 4), 11=-173 (LC 4) Max Grav 1=80 (LC 4), 7=61 (LC 7), 8=180 (LC 7), 9=189 (LC 7), 10=138 (LC 1), 11=315 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-101/106, 2-3=-113/100, 3-4=-81/88, 4-5=-81/88, 5-6=-81/88, 6-7=-73/46 BOT CHORD 1-11=-80/89, 10-11=-80/89, 9-10=-80/88, 8-9=-80/88, 7-8=-80/88 WEBS 2-11=-260/191, 3-10=-101/0, 4-9=-154/34, 5-8=-117/0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.14 12 = 3x4 4x6 = = 3x4 1 12 11 10 9 8 7 2 6 3 5 4 0-2-14 12-3-3 5-10-11 12-0-5 6-1-10 6-1-10 12-3-3 7-3-0 0-0-4 6-11-5 Scale = 1:46.6 Plate Offsets (X, Y): [4:Edge,0-1-14] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=12-3-3, 7=12-3-3, 8=12-3-3, 9=12-3-3, 10=12-3-3, 11=12-3-3, 12=12-3-3 Max Uplift 1=-31 (LC 5), 7=-31 (LC 5), 8=-93 (LC 4), 9=-85 (LC 4), 10=-13 (LC 5), 11=-85 (LC 4), 12=-93 (LC 4) Max Grav 1=95 (LC 4), 7=95 (LC 4), 8=249 (LC 7), 9=234 (LC 7), 10=119 (LC 4), 11=234 (LC 7), 12=249 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.14 12 14.14 12 = 3x4 3x4 = = 4x6 = 3x4 3x4 = 3x4 = 1 27 2625 24 23 22 21 20 19 18 2 17 3 16 4 15 5 6 7 8 9 10 11 12 13 14 0-2-10 24-8-9 8-6-15 8-6-15 15-11-0 24-5-15 8-4-3 24-5-15 16-1-12 16-1-12 10-1-9 0-0-4 0-3-8 9-10-1 Scale = 1:65.6 Plate Offsets (X, Y): [5:0-2-11,Edge], [11:0-1-13,0-1-8], [14:0-0-11,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL) 0.00 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 151 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-5:2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 19-14:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.14 12 14.14 12 = 3x4 = 4x6 = 3x4 = 3x4 3x4 = 1 22 21 20 19 18 17 2 16 3 15 4 14 13 5 12 6 7 8 9 10 11 0-3-0 19-3-0 9-9-14 19-0-0 9-2-2 9-2-2 2-6-6 19-0-0 6-5-0 16-5-10 10-0-10 10-0-10 10-10-0 0-0-4 0-3-8 10-6-8 Scale = 1:66.2 Plate Offsets (X, Y): [6:0-2-11,Edge], [11:0-0-11,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.06 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL) 0.00 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 111 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-11:2x4 SPF Stud/ 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.94 12 22.36 12 = 3x4 = 2x4 = 2x4 = 2x4 = 2x4 = 2x4 = 4x6 4x6 = = 2x4 3x4 = 1 11 10 9 8 2 7 3 4 5 6 0-1-14 11-0-15 1-10-2 10-11-1 9-0-15 9-0-15 3-5-13 10-11-1 7-5-4 7-5-4 6-9-7 0-0-4 0-3-8 6-5-15 Scale = 1:48.8 Plate Offsets (X, Y): [5:0-4-0,0-2-0], [6:0-0-13,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.09 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 46 lb FT = 20% LUMBER 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.14 12 = 3x4 = 3x4 3x4 = 4x6 = = 3x4 = 3x4 1 23 22 21 2019 18 17 16 15 14 13 2 12 3 11 4 10 5 9 6 8 7 0-2-14 21-3-8 10-4-14 21-0-10 10-7-12 10-7-12 21-3-8 12-6-13 0-0-4 12-3-2 Scale = 1:74.5 Plate Offsets (X, Y): [7:Edge,0-1-14] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.09 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL) 0.01 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 130 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 6-20, 8-17 REACTIONS (size) 1=21-3-8, 13=21-3-8, 14=21-3-8, 15=21-3-8, 16=21-3-8, 17=21-3-8, 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.14 12 14.14 12 = 3x4 = 3x4 = 4x6 3x4 = 1 13 1211 10 2 9 3 8 4 5 6 7 0-3-0 13-7-6 4-9-7 13-4-6 8-6-15 8-6-15 5-0-4 5-0-4 8-4-3 13-4-6 10-1-9 0-0-4 0-3-8 9-10-1 Scale = 1:63 Plate Offsets (X, Y): [5:0-2-11,Edge], [7:0-0-11,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 65 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7:2x4 SPF Stud/ No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 11-7:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.74 12 = 2x4 = 2x4 = 2x4 4x6 = = 2x4 = 2x4 = 2x4 1 7 6 5 4 2 3 2-4-4 5-7-5 3-3-1 3-3-1 5-7-5 5-1-4 0-0-4 1-5-2 Scale = 1:36.7 Plate Offsets (X, Y): [3:Edge,0-1-13] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.06 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=5-7-5, 5=5-7-5, 6=5-7-5, 7=5-7-5 Max Uplift 1=-2 (LC 5), 5=-123 (LC 4), 6=-83 (LC 5), 7=-168 (LC 4) Max Grav 1=17 (LC 4), 5=175 (LC 5), 6=239 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.14 12 = 2x4 = 2x4 = 2x4 = 2x4 4x6 = = 2x4 = 2x4 = 2x4 1 8 7 6 5 2 4 3 0-2-14 9-4-4 4-5-4 9-1-5 4-8-2 4-8-2 9-4-4 5-6-6 0-0-4 5-2-12 Scale = 1:39.3 Plate Offsets (X, Y): [3:Edge,0-1-14] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=9-4-4, 5=9-4-4, 6=9-4-4, 7=9-4-4, 8=9-4-4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.14 12 14.14 12 = 3x4 4x6 = 6 10 9 8 7 11 5 1 2 4 3 0-2-7 -0-2-7 0-2-14 9-3-4 3-5-3 3-5-3 5-7-2 9-0-5 2-0-1 2-0-1 7-3-2 9-3-4 6-10-12 0-5-13 2-4-6 2-0-12 2-4-6 4-6-6 6-10-12 Scale = 1:46.5 Plate Offsets (X, Y): [3:Edge,0-1-14] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=9-3-4, 6=9-3-4, 7=9-3-4, 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.74 12 = 3x4 4x6 = = 3x4 1 12 11 10 9 8 7 2 6 3 5 4 0-2-3 13-2-1 6-4-14 12-11-15 6-7-1 6-7-1 13-2-1 10-3-11 0-0-4 10-0-1 Scale = 1:59.5 Plate Offsets (X, Y): [4:Edge,0-1-13] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.06 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 76 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (size) 1=13-2-1, 7=13-2-1, 8=13-2-1, 9=13-2-1, 10=13-2-1, 11=13-2-1, 12=13-2-1 Max Uplift 1=-110 (LC 5), 7=-110 (LC 5), 8=-181 (LC 4), 9=-131 (LC 4), 10=-67 (LC 5), 11=-131 (LC 4), 12=-181 (LC 4) Max Grav 1=201 (LC 4), 7=201 (LC 4), 8=341 (LC 7), 9=254 (LC 7), 10=175 (LC 4), 11=254 (LC 7), 12=341 (LC 7) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 1 2 16 15 14 13 12 11 10 3 4 17 5 6 7 18 8 9 0-7-2 -0-7-2 0-11-2 17-4-7 1-6-1 1-6-1 3-0-4 16-5-6 11-11-0 13-5-1 17-4-7 1-9-4 0-4-13 0-10-10 0-2-2 1-5-12 1-5-12 0-2-2 1-7-14 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-2-1,0-1-8], [3:0-2-0,Edge], [9:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.10 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 3x4 = 3x4 = 3x4 = 3x4 = 1 2 15 14 13 12 11 10 9 8 3 4 5 16 6 7 0-7-2 -0-7-2 3-3-15 17-4-7 3-10-14 3-10-14 10-1-11 14-0-9 17-4-7 3-9-4 0-4-13 0-10-10 0-2-2 3-5-12 3-5-12 0-2-2 3-7-14 Scale = 1:37.5 Plate Offsets (X, Y): [2:0-2-1,0-1-8], [3:0-2-0,Edge], [7:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.20 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 55 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=17-4-7, 10=17-4-7, 11=17-4-7, 12=17-4-7, 14=17-4-7, 15=17-4-7 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 3x4 = 3x4 = 3x4 = 3x4 = 1 2 15 14 13 12 11 10 16 9 3 4 8 17 18 5 6 7 0-7-2 -0-7-2 5-4-1 11-7-12 5-8-11 17-4-7 6-3-11 6-3-11 17-4-7 5-9-4 0-4-13 0-10-10 0-2-2 5-5-12 5-5-12 0-2-2 5-7-14 Scale = 1:40.9 Plate Offsets (X, Y): [2:0-2-1,0-1-8], [5:0-2-0,Edge], [7:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 3x4 = = 2x4 = 2x4 = 2x4 = 2x4 3x4 = = 2x4 = 2x4 3x4 = 3x4 = = 2x4 = 2x4 = 3x8 1 2 15 14 13 12 11 10 3 9 16 19 17 18 4 8 5 6 7 0-7-2 -0-7-2 1-8-14 9-10-2 7-6-5 17-4-7 8-1-5 8-1-5 17-4-7 7-3-4 0-4-13 0-10-10 0-2-2 6-11-12 6-11-12 0-2-2 7-1-14 Scale = 1:53.5 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 3x4 = 4x6 = 3x4 = 1 2 13 12 11 10 9 8 3 7 4 6 5 0-7-2 -0-7-2 8-4-12 17-4-7 8-11-12 8-11-12 8-4-12 17-4-7 8-11-12 8-11-12 7-11-15 0-4-13 0-10-10 7-10-9 Scale = 1:52.9 Plate Offsets (X, Y): [2:0-2-1,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 65 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=17-4-7, 8=17-4-7, 9=17-4-7, 11=17-4-7, 12=17-4-7, 13=17-4-7 Max Horiz 2=-15 (LC 4) Max Uplift 2=-23 (LC 12), 9=-25 (LC 13), 11=-34 (LC 12), 12=-18 (LC 13), 13=-12 (LC 13) Max Grav 2=50 (LC 6), 8=210 (LC 11), 9=430 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 3x4 = = 2x4 = 2x4 = 2x4 4x6 = 3x4 = = 2x4 = 2x4 3x4 = 1 7 2 11 10 9 8 6 3 5 4 0-7-2 18-6-9 0-7-2 -0-7-2 8-11-12 8-11-12 8-11-12 17-11-7 17-11-7 7-11-15 0-4-13 7-10-9 Scale = 1:54.4 Plate Offsets (X, Y): [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.17 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 66 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 2x4 = = 2x4 = 2x4 1 2 4 3 0-7-2 -0-7-2 3-1-9 3-1-9 3-1-9 3-1-7 0-4-13 3-0-1 Scale = 1:27.4 Plate Offsets (X, Y): [2:0-2-1,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.09 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=3-1-9, 4=3-1-9 Max Horiz 2=18 (LC 4) Max Uplift 2=-26 (LC 4), 4=-15 (LC 4) Max Grav 2=149 (LC 8), 4=131 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-47/46, 3-4=-101/33 BOT CHORD 2-4=-36/39 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 1 3 2 5-1-12 5-1-12 4-3-7 4-3-7 Scale = 1:29.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.38 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=5-1-12, 3=5-1-12 Max Horiz 1=-102 (LC 4) Max Grav 1=205 (LC 7), 3=185 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-75/80, 2-3=-139/10 BOT CHORD 1-3=-55/59 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 1 3 2 2-8-15 2-8-15 2-3-7 2-3-7 Scale = 1:21.8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.08 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=2-8-15, 3=2-8-15 Max Horiz 1=-49 (LC 4) Max Grav 1=99 (LC 7), 3=92 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-34/38, 2-3=-70/5 BOT CHORD 1-3=-26/28 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 2x4 = 2x4 1 3 2 2-8-0 2-8-0 2-8-0 2-8-0 Scale = 1:23.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.08 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=2-8-0, 3=2-8-0 Max Horiz 1=-58 (LC 4) Max Uplift 1=-8 (LC 4) Max Grav 1=99 (LC 7), 3=89 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-38/48, 2-3=-68/5 BOT CHORD 1-3=-31/34 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 3 1 2 1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:20.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.01 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 2 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 2 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=1-0-0, 2=1-0-0, 3=1-0-0 Max Horiz 1=-17 (LC 5) Max Uplift 2=-7 (LC 9) Max Grav 1=26 (LC 1), 2=29 (LC 7), 3=13 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-11/18 BOT CHORD 1-3=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x4 = 2x8 = 2x4 = 2x4 = 2x8 = 3x4 6 5 4 1 2 3 6-0-0 6-0-0 7-7-13 2-7-13 7-7-13 Scale = 1:45.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.31 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4=6-0-0, 5=6-0-0, 6=6-0-0 Max Horiz 6=-125 (LC 4) Max Uplift 4=-73 (LC 5), 5=-47 (LC 9), 6=-83 (LC 4) Max Grav 4=93 (LC 4), 5=429 (LC 7), 6=128 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-117/86, 1-2=-55/150, 2-3=-130/109, 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 = 2x4 = 2x4 1 5 4 2 3 6-9-6 6-9-6 5-7-13 5-7-13 Scale = 1:36.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.15 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=6-9-6, 4=6-9-6, 5=6-9-6 Max Horiz 1=-134 (LC 4) Max Uplift 1=-23 (LC 4), 5=-14 (LC 9) Max Grav 1=115 (LC 1), 4=79 (LC 4), 5=400 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-42/96, 2-3=-112/102, 3-4=-69/9 BOT CHORD 1-5=-72/78, 4-5=-72/78 WEBS 2-5=-320/62 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 1 3 2 4-4-9 4-4-9 3-7-13 3-7-13 Scale = 1:27.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.26 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=4-4-9, 3=4-4-9 Max Horiz 1=-85 (LC 4) Max Grav 1=172 (LC 7), 3=156 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-61/67, 2-3=-118/8 BOT CHORD 1-3=-46/49 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 1 3 2 1-11-12 1-11-12 1-7-13 1-7-13 Scale = 1:19.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=1-11-12, 3=1-11-12 Max Horiz 1=-32 (LC 4) Max Grav 1=65 (LC 7), 3=61 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-22/25, 2-3=-47/3 BOT CHORD 1-3=-17/18 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 2x4 4x6 = = 2x4 1 4 3 2 2-8-0 5-4-0 2-8-0 2-8-0 5-4-0 2-8-0 2-4-8 Scale = 1:25.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.08 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=5-4-0, 3=5-4-0, 4=5-4-0 Max Grav 1=129 (LC 7), 3=129 (LC 7), 4=156 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/15, 2-3=-77/15 BOT CHORD 1-4=-7/24, 3-4=-7/24 WEBS 2-4=-98/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 3x4 = = 2x4 1 3 2 1-0-0 2-0-0 1-0-0 1-0-0 2-0-0 1-0-0 0-8-8 Scale = 1:26 Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=2-0-0, 3=2-0-0 Max Grav 1=58 (LC 7), 3=58 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/4, 2-3=-41/4 BOT CHORD 1-3=0/19 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 = 2x4 = 2x4 1 5 4 2 3 6-8-6 6-8-6 5-7-7 0-0-7 5-7-7 Scale = 1:36.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.15 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=6-8-6, 4=6-8-6, 5=6-8-6 Max Horiz 1=-134 (LC 4) Max Uplift 1=-22 (LC 4), 5=-14 (LC 9) Max Grav 1=117 (LC 1), 4=78 (LC 4), 5=400 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-42/96, 2-3=-112/102, 3-4=-68/12 BOT CHORD 1-5=-72/78, 4-5=-72/78 WEBS 2-5=-321/62 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x4 = 2x4 = 2x4 = 2x4 = 2x4 = 3x4 = 2x8 3x4 = 1 8 7 6 2 3 4 5 12-2-2 12-2-2 10-1-12 10-1-12 Scale = 1:58.3 Plate Offsets (X, Y): [6:Edge,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.26 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL) 0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS (size) 1=12-2-2, 6=12-2-2, 7=12-2-2, 8=12-2-2 Max Horiz 1=-229 (LC 4) Max Uplift 1=-53 (LC 4), 7=-19 (LC 9), 8=-14 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 = 2x4 = 2x4 = 2x8 = 3x4 1 7 6 5 2 3 4 9-9-5 9-9-5 8-1-12 8-1-12 Scale = 1:47.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.28 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS (size) 1=9-9-5, 5=9-9-5, 6=9-9-5, 7=9-9-5 Max Horiz 1=-188 (LC 4) Max Uplift 1=-42 (LC 4), 5=-67 (LC 5), 6=-12 (LC 9), 7=-16 (LC 9) Max Grav 1=109 (LC 1), 5=98 (LC 4), 6=314 (LC 7), 7=426 (LC 7) FORCES (lb) - Maximum Compression/Maximum 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 = 2x4 = 5 2x4 4 1 2 3 7-11-12 7-11-12 6-7-12 6-7-12 Scale = 1:40.8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.20 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=7-11-12, 4=7-11-12, 5=7-11-12 Max Horiz 1=-156 (LC 4) Max Uplift 1=-32 (LC 4), 5=-17 (LC 9) Max Grav 1=106 (LC 1), 4=117 (LC 1), 5=460 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-50/108, 2-3=-130/120, 3-4=-88/0 BOT CHORD 1-5=-84/92, 4-5=-84/92 WEBS 2-5=-367/72 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 (2); cantilever left and 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 = 2x4 = 2x4 1 5 4 2 3 5-6-15 5-6-15 4-7-12 4-7-12 Scale = 1:32.3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.15 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=5-6-15, 4=5-6-15, 5=5-6-15 Max Horiz 1=-111 (LC 4) Max Uplift 1=-14 (LC 4), 4=-59 (LC 5), 5=-13 (LC 9) Max Grav 1=120 (LC 7), 4=51 (LC 4), 5=378 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-43/84, 2-3=-110/82, 3-4=-53/57 BOT CHORD 1-5=-59/64, 4-5=-59/64 WEBS 2-5=-303/57 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x4 = 2x4 = 2x4 3x4 = = 2x4 = 2x4 = 2x4 = 2x4 1 8 7 6 9 2 3 4 5 3-10-8 11-0-5 7-1-13 7-1-13 11-0-5 5-11-8 5-9-6 0-2-2 0-2-2 Scale = 1:44.1 Plate Offsets (X, Y): [3:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.18 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horiz(TL) 0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 3x4 = = 2x4 = 2x4 = 2x4 = 2x4 1 8 7 6 2 3 4 5 1-5-11 8-7-8 7-1-13 7-1-13 8-7-8 5-11-8 5-9-6 0-2-2 0-2-2 Scale = 1:46.9 Plate Offsets (X, Y): [3:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.18 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL) 0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=8-7-8, 6=8-7-8, 7=8-7-8, 8=8-7-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 = 2x4 = 2x4 1 5 4 2 3 6-2-11 6-2-11 5-2-4 5-2-4 Scale = 1:34.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.15 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=6-2-11, 4=6-2-11, 5=6-2-11 Max Horiz 1=-124 (LC 4) Max Uplift 1=-19 (LC 4), 4=-17 (LC 5), 5=-13 (LC 9) Max Grav 1=117 (LC 1), 4=67 (LC 4), 5=382 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-42/90, 2-3=-107/93, 3-4=-62/26 BOT CHORD 1-5=-66/72, 4-5=-66/72 WEBS 2-5=-306/58 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 3x4 = 2x4 = 2x4 3x4 = 2x4 = = 2x4 = 2x4 3x4 = = 2x8 = 2x8 8 7 1 10 9 11 2 6 3 4 12 5 3-4-0 0-3-0 7-11-15 3-1-0 11-0-15 0-8-4 11-9-3 7-8-15 7-8-15 3-11-0 11-9-3 7-10-3 7-10-3 8-5-9 7-9-6 7-8-10 0-8-10 0-1-15 0-8-10 7-3-8 8-3-10 0-1-15 8-5-9 Scale = 1:61.9 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 3x4 = 2x4 = 2x4 4x6 = = 2x4 = 2x4 = 7 6 2x4 5 1 2 4 3 2-4-4 10-9-13 8-5-10 8-5-10 10-9-13 8-5-10 6-1-6 Scale = 1:53.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.21 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=10-9-13, 5=10-9-13, 6=10-9-13, 7=10-9-13 Max Uplift 5=-108 (LC 4), 7=-159 (LC 4) Max Grav 1=129 (LC 1), 5=151 (LC 7), 6=236 (LC 1), 7=528 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 2x4 = 2x4 4x6 = = 2x4 = 2x4 = 2x4 1 7 6 5 2 4 3 2-4-4 9-1-13 6-9-10 6-9-10 9-1-13 6-9-10 4-5-6 Scale = 1:43.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.14 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 39 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=9-1-13, 5=9-1-13, 6=9-1-13, 7=9-1-13 Max Uplift 5=-88 (LC 4), 7=-135 (LC 4) Max Grav 1=58 (LC 1), 5=133 (LC 7), 6=254 (LC 1), 7=428 (LC 7) FORCES (lb) - Maximum Compression/Maximum 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 4x6 = = 2x4 = 2x4 = 2x4 1 5 4 3 2 2-4-4 7-5-13 5-1-10 5-1-10 7-5-13 5-1-10 2-9-6 Scale = 1:35.8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.28 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=7-5-13, 4=7-5-13, 5=7-5-13 Max Horiz 1=-65 (LC 4) Max Uplift 1=-5 (LC 9), 4=-42 (LC 9) Max Grav 1=224 (LC 7), 4=123 (LC 7), 5=308 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-100/81, 2-3=-99/69, 3-4=-121/44 BOT CHORD 1-5=-35/38, 4-5=-35/38 WEBS 2-5=-210/0 NOTES 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 4x6 = = 2x4 = 2x4 = 2x4 1 5 4 3 2 2-4-4 5-9-13 3-5-10 3-5-10 5-9-13 3-5-10 1-1-6 Scale = 1:28.8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.11 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=5-9-13, 4=5-9-13, 5=5-9-13 Max Horiz 1=-24 (LC 4) Max Uplift 1=-10 (LC 9), 4=-22 (LC 9) Max Grav 1=155 (LC 7), 4=120 (LC 7), 5=228 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-75/53, 2-3=-75/43, 3-4=-107/30 BOT CHORD 1-5=-13/14, 4-5=-13/14 WEBS 2-5=-160/0 NOTES 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 2x4 4x6 = = 2x4 1 4 3 2 1-9-9 3-7-3 1-9-10 1-9-10 3-7-3 1-9-10 1-6-2 Scale = 1:22.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=3-7-3, 3=3-7-3, 4=3-7-3 Max Grav 1=81 (LC 7), 3=81 (LC 7), 4=97 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-48/9, 2-3=-48/9 BOT CHORD 1-4=-4/15, 3-4=-4/15 WEBS 2-4=-61/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 3x4 = 2x4 = 2x4 3x4 = 2x8 = = 2x4 = 2x4 = 3x4 = 7 2x8 6 1 9 8 10 2 3 4 5 3-4-0 1-11-0 8-7-15 3-9-4 12-5-3 6-8-15 6-8-15 3-11-0 12-5-3 8-6-3 8-6-3 8-5-9 8-3-10 7-8-10 1-8-10 0-1-15 0-1-15 1-8-10 Scale = 1:58.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.36 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horiz(TL) 0.06 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 53 lb FT = 20% LUMBER 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 = 2x4 = 2x4 1 5 4 2 3 5-7-5 5-7-5 4-8-1 4-8-1 Scale = 1:32.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.15 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=5-7-5, 4=5-7-5, 5=5-7-5 Max Horiz 1=-111 (LC 4) Max Uplift 1=-15 (LC 4), 4=-57 (LC 5), 5=-13 (LC 9) Max Grav 1=120 (LC 7), 4=52 (LC 4), 5=377 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-43/85, 2-3=-109/83, 3-4=-53/55 BOT CHORD 1-5=-60/65, 4-5=-60/65 WEBS 2-5=-303/57 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 = 2x4 = 2x4 1 5 4 2 3 8-0-2 8-0-2 6-8-1 6-8-1 Scale = 1:40.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.21 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=8-0-2, 4=8-0-2, 5=8-0-2 Max Horiz 1=-157 (LC 4) Max Uplift 1=-32 (LC 4), 5=-17 (LC 9) Max Grav 1=105 (LC 1), 4=119 (LC 1), 5=462 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-50/108, 2-3=-131/121, 3-4=-89/0 BOT CHORD 1-5=-84/92, 4-5=-84/92 WEBS 2-5=-369/73 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 2x4 = 2x4 = 2x4 3 1 2 3-2-8 3-2-8 2-8-1 2-8-1 Scale = 1:23.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.12 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=3-2-8, 3=3-2-8 Max Horiz 1=-59 (LC 4) Max Grav 1=119 (LC 7), 3=110 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/47, 2-3=-84/6 BOT CHORD 1-3=-32/34 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 2x4 = 2x4 1 3 2 4-4-1 4-4-1 4-4-1 4-4-1 Scale = 1:29.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.26 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=4-4-1, 3=4-4-1 Max Horiz 1=-102 (LC 4) Max Uplift 1=-13 (LC 4) Max Grav 1=175 (LC 7), 3=154 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-70/85, 2-3=-115/8 BOT CHORD 1-3=-55/59 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 = 2x4 = 2x4 1 3 2 2-8-1 2-8-1 2-8-1 2-8-1 Scale = 1:23.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.08 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=2-8-1, 3=2-8-1 Max Uplift 1=-8 (LC 4), 3=-8 (LC 4) Max Grav 1=99 (LC 7), 3=99 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-37/37, 2-3=-78/21 BOT CHORD 1-3=-31/34 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 = 2x4 1 3 2 1-0-1 1-0-1 1-0-1 1-0-1 Scale = 1:20.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.04 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 2 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=1-0-1, 3=1-0-1 Max Horiz 1=14 (LC 5) Max Uplift 3=-3 (LC 8) Max Grav 1=26 (LC 1), 3=26 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-28/0 BOT CHORD 1-3=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). PRODUCT CODE APPROVALS LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and 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. Spacing 24" O/C Spacing 24" O/C Spacing 24" O/C Spacing 24" O/C Spacing 24" O/C Spacing 24" O/C Spacing 24" O/C Field frame eyebrow overhang Pad down BC as req'd HUS26 hangs off floor system Spacing 24" O/C Hatch Legend Interior bearing walls req'd L01 L02 L03 L04 L05 L06 L07 L08 L09 L12 A05 A04 A03 A02 A01 J21 J22 J21 J22 J23 J23 J23 J23 J23 J23 J23 J23 J24 J24 J24 J24 J20 J20 A05 A05 A06 A06 A06 A06 B01 B02 B03 B03 B03 B04 B04 B05 B06 J25 J29 J27 J27 J27 J28 J28 J28 J26 J06 G28 G01 J11 J15 J12 J08 J09 J11 J15 J12 J08 J09 J09 J09 J09 J09 J09 J09 J10 J10 J12 J12 J12 J12 J12 J12 J14 J14 G02 G03 G04 G05 G06 G06 G07 .HUS26 G08 G08 J17 J16 J19 J18 J18 J18 J18 J18 J18 J18 D04 HUS26 D03 D03 D03 G19 HUS28 G20 G21 G22 G23 G24 G25 G26 G27 J05 J07 J07 J07 J07 J07 G15 G15 G15 D03 D03 D02 D02 D01 HUS28 G16 G17 HUS28 G18 G18 G18 G11 G12 G13 G14 G10 C05 C04 C01 C02 HUS26 C02 C02 C02 C02 C03 C03 J01 J03 J03 J03 J03 J03 J02 J04 J09 V01 V02 V03 V04 V05 V06 V07 V08 V09 V10 V11 V12 V13 V14 V15 V16 V17 V18 V19 V20 V21 V22 V23 V24 V25 V26 V27 V28 P2 P3 P4 P5 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P1 P7 P7 P7 HHUS28-2 No Soln. 2-00-00 7-01-00 12-07-00 16-10-00 22-00-00 7-11-00 12-00-00 2-00-00 20-03-00 15-06-00 15-07-00 10-03-08 7-02-01 9-07-08 24-05-08 20-00-00 16-10-08 10-03-06 5-00-09 1-10-08 2-03-01 8-02-00 15-11-00 1-00-08 5-03-00 22-09-00 16-04-08 10-00-00 5-04-00 5-05-10 14-07-00 4-00-08 2-00-08 1-03-08 15-04-08 2-05-08 3-07-08 4-00-08 1-08-12 12-00-00 20-00-00 1-11-08 12-00-00 14-00-00 1-06-00 24-00-00 1-10-08 6-00-00 12-00-00 1-07-00 2-00-00 2-00-00 L11 L10 E03 E02 E01 J31 J31 J31 J31 J31 J31 J30 J30 J32 J32 J33 J33 E05 E06 E07 E07 E04 V29 V30 V31 8-00-00 3-05-02 1-09-00 2-00-00 2-00-00 SHOP DRAWING APPROVAL THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________ THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. 2702 North Tibbs Avenue Indianapolis, Indiana 46222 Floor Area: 0 Roof Area: 6072.8 Hip Lines: 306.11 Horizontal OH: 328.1 Rake OH: 110.17 Valley Lines: 229.01 Ridge Lines: 109.64 ft Sales Rep: WF43 DESIGN T Subdivision: Order #: Job Name: 5/7/2021 Designer: Date: Model: Client: Lot #: 43 WATERFRONT OF WEST CLAY Mick Hammersley OWL A SHOOPMAN HOMES WF43 DESIGN T 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 Property Damage or Personal Injury (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software 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. 6-4-8 WEBS Trusses 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 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011175 WF43 DESIGN T V31 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:39 Page: 1 ID:1nXcgnPMiRtT65UVB1K5PfzPLkZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 8 lb uplift at joint 1 and 8 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011174 WF43 DESIGN T V30 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:39 Page: 1 ID:1nXcgnPMiRtT65UVB1K5PfzPLkZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 13 lb uplift at joint 1. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011173 WF43 DESIGN T V29 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:38 Page: 1 ID:OTp39gGrXlNAgFZBUW6Hw7zPLkl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011172 WF43 DESIGN T V28 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:38 Page: 1 ID:OTp39gGrXlNAgFZBUW6Hw7zPLkl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 32 lb uplift at joint 1 and 17 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011171 WF43 DESIGN T V27 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:38 Page: 1 ID:_RBnfGeHDHHnu0R8oX9YhfzPLkG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 15 lb uplift at joint 1, 57 lb uplift at joint 4 and 13 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011170 WF43 DESIGN T V26 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:38 Page: 1 ID:WFdPRxdfSz9wHssyFpeJ8SzPLkH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS (size) 1=12-5-3, 6=12-5-3, 7=12-5-3, 8=12-5-3, 9=12-5-3 Max Horiz 1=-196 (LC 6) Max Uplift 1=-58 (LC 6), 6=-5 (LC 14) Max Grav 1=205 (LC 20), 6=217 (LC 19), 7=75 (LC 5), 8=535 (LC 15), 9=632 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-142/106, 2-10=-39/171, 2-3=-229/115, 3-4=-94/94, 4-5=-107/114, 5-6=-181/27 BOT CHORD 1-9=-111/129, 8-9=-111/129, 7-8=0/0, 4-8=-493/0, 6-7=-98/110 WEBS 2-9=-522/66 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 1 and 5 lb uplift at joint 6. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 9. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011169 WF43 DESIGN T V25 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:37 Page: 1 ID:VR27kU?gTIj9f0S9lcEMahzPLl4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011168 WF43 DESIGN T V24 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:37 Page: 1 ID:GzX9QE6hbmk0cF3hDHNEvNzPLky-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 10 lb uplift at joint 1 and 22 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011167 WF43 DESIGN T V23 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:36 Page: 1 ID:KJtzRktm3wLjrK61coXndNzPLlF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 5 lb uplift at joint 1 and 42 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011166 WF43 DESIGN T V22 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:36 Page: 1 ID:KJtzRktm3wLjrK61coXndNzPLlF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Tension TOP CHORD 1-2=-63/100, 2-3=-150/117, 3-4=-130/138, 4-5=-128/108 BOT CHORD 1-7=-56/62, 6-7=-56/62, 5-6=-56/62 WEBS 3-6=-184/6, 2-7=-354/180 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 88 lb uplift at joint 5 and 135 lb uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011165 WF43 DESIGN T V21 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:35 Page: 1 ID:KJtzRktm3wLjrK61coXndNzPLlF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 TOP CHORD 1-2=-74/119, 2-3=-180/152, 3-4=-165/176, 4-5=-157/140 BOT CHORD 1-7=-77/85, 6-7=-77/85, 5-6=-77/85 WEBS 3-6=-174/70, 2-7=-423/210 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 108 lb uplift at joint 5 and 159 lb uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011164 WF43 DESIGN T V20 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:35 Page: 1 ID:KJtzRktm3wLjrK61coXndNzPLlF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.27 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horiz(TL) 0.01 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS (size) 1=11-9-3, 7=11-9-3, 8=11-9-3, 9=11-9-3, 10=11-9-3 Max Horiz 1=-183 (LC 6) Max Uplift 1=-51 (LC 6), 10=-31 (LC 13) Max Grav 1=200 (LC 19), 7=197 (LC 26), 8=76 (LC 5), 9=353 (LC 18), 10=633 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-134/109, 2-11=-25/180, 2-3=-234/149, 3-4=-99/93, 4-12=-105/106, 5-12=-105/106, 5-6=-170/99, 6-7=-171/27 BOT CHORD 1-10=-100/113, 9-10=-100/113, 8-9=0/0, 4-9=-321/0, 7-8=-96/109 WEBS 2-10=-529/89 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 1 and 31 lb uplift at joint 10. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 10. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011163 WF43 DESIGN T V19 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:34 Page: 1 ID:1QvTqjN2jKAXQ1U9ihI9TkzPLlu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 19 lb uplift at joint 1, 17 lb uplift at joint 4 and 13 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011162 WF43 DESIGN T V18 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:34 Page: 1 ID:GuQR9zH1bsAgSotdE?9H82zPLm0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Max Horiz 1=-137 (LC 6) Max Uplift 1=-25 (LC 6), 6=-188 (LC 16), 8=-7 (LC 14) Max Grav 1=191 (LC 16), 6=-24 (LC 14), 7=396 (LC 16), 8=598 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-114/153, 2-3=-173/97, 3-4=-76/75, 4-5=-74/78, 5-6=-41/171 BOT CHORD 1-8=-74/83, 7-8=-74/83, 6-7=-74/83 WEBS 2-8=-498/56, 4-7=-335/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1, 188 lb uplift at joint 6 and 7 lb uplift at joint 8. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011161 WF43 DESIGN T V17 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:34 Page: 1 ID:GuQR9zH1bsAgSotdE?9H82zPLm0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 REACTIONS (size) 1=11-0-5, 6=11-0-5, 7=11-0-5, 8=11-0-5 Max Horiz 1=-132 (LC 6) Max Uplift 1=-24 (LC 6), 8=-8 (LC 14) Max Grav 1=188 (LC 16), 6=169 (LC 15), 7=396 (LC 15), 8=591 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-110/74, 2-9=-29/157, 2-3=-172/99, 3-4=-75/74, 4-5=-73/78, 5-6=-146/16 BOT CHORD 1-8=-69/78, 7-8=-69/78, 6-7=-69/78 WEBS 2-8=-491/58, 4-7=-324/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 1 and 8 lb uplift at joint 8. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011160 WF43 DESIGN T V16 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:33 Page: 1 ID:v61HOqbvof6ckCbsyF99tEzPLmu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 14 lb uplift at joint 1, 59 lb uplift at joint 4 and 13 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011159 WF43 DESIGN T V15 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:32 Page: 1 ID:v61HOqbvof6ckCbsyF99tEzPLmu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 32 lb uplift at joint 1 and 17 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011158 WF43 DESIGN T V14 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:32 Page: 1 ID:v61HOqbvof6ckCbsyF99tEzPLmu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Tension TOP CHORD 1-2=-67/123, 2-3=-109/144, 3-4=-114/109, 4-5=-37/19 BOT CHORD 1-7=-102/111, 6-7=-102/111, 5-6=-102/111 WEBS 2-7=-335/68, 3-6=-208/17 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 42 lb uplift at joint 1, 67 lb uplift at joint 5, 16 lb uplift at joint 7 and 12 lb uplift at joint 6. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011157 WF43 DESIGN T V13 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:32 Page: 1 ID:v61HOqbvof6ckCbsyF99tEzPLmu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 (LC 9) Max Grav 1=115 (LC 1), 6=145 (LC 4), 7=419 (LC 7), 8=391 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-89/138, 2-3=-93/166, 3-4=-158/139, 4-5=-92/158, 5-6=-99/0 BOT CHORD 1-8=-123/138, 7-8=-123/138, 6-7=-123/138 WEBS 2-8=-308/68, 3-7=-301/46 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 53 lb uplift at joint 1, 14 lb uplift at joint 8 and 19 lb uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011156 WF43 DESIGN T V12 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:32 Page: 1 ID:v61HOqbvof6ckCbsyF99tEzPLmu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 22 lb uplift at joint 1 and 14 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011155 WF43 DESIGN T V11 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:31 Page: 1 ID:Bwv3kbHz8MiR?21gt4ApHYzPLnJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011154 WF43 DESIGN T V10 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:31 Page: 1 ID:yBsgrWAKGbajQfrxrhViQezPLnS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011153 WF43 DESIGN T V09 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:31 Page: 1 ID:yBsgrWAKGbajQfrxrhViQezPLnS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011152 WF43 DESIGN T V08 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:30 Page: 1 ID:yBsgrWAKGbajQfrxrhViQezPLnS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011151 WF43 DESIGN T V07 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:30 Page: 1 ID:yBsgrWAKGbajQfrxrhViQezPLnS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 23 lb uplift at joint 1 and 14 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011150 WF43 DESIGN T V06 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:30 Page: 1 ID:qhal640AKcxZMgLRbSmfOvzPLnf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 3-4=-44/30 BOT CHORD 5-6=-97/115, 4-5=-97/115 WEBS 2-5=-291/46 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 6, 73 lb uplift at joint 4 and 47 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011149 WF43 DESIGN T V05 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:30 Page: 1 ID:faPboJtGwDY7Yz?KRe44RazPLnq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011148 WF43 DESIGN T V04 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:29 Page: 1 ID:f1MkghTxwnGyTlPoSVT63PzPLoM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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 8 lb uplift at joint 1. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011147 WF43 DESIGN T V03 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:29 Page: 1 ID:f1MkghTxwnGyTlPoSVT63PzPLoM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011146 WF43 DESIGN T V02 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:29 Page: 1 ID:f1MkghTxwnGyTlPoSVT63PzPLoM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011145 WF43 DESIGN T V01 Valley 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:29 Page: 1 ID:f1MkghTxwnGyTlPoSVT63PzPLoM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 4 and 26 lb uplift at joint 2. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011144 WF43 DESIGN T P7 Piggyback 3 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:28 Page: 1 ID:egm2y1PVfLdtow4wyVR18EzPAxp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 REACTIONS (size) 2=17-11-7, 6=17-11-7, 8=17-11-7, 10=17-11-7, 11=17-11-7 Max Uplift 8=-22 (LC 10), 11=-22 (LC 10) Max Grav 2=211 (LC 1), 6=211 (LC 1), 8=499 (LC 8), 10=185 (LC 1), 11=499 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 4-5=-164/70, 5-6=-128/75, 6-7=0/21, 1-2=0/21, 2-3=-128/75, 3-4=-164/70 BOT CHORD 2-11=-41/61, 10-11=-41/61, 9-10=-41/61, 8-9=-41/61, 6-8=-41/61 WEBS 4-10=-131/7, 5-8=-372/78, 3-11=-372/78 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 8 and 22 lb uplift at joint 11. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011143 WF43 DESIGN T P6 Piggyback 13 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:28 Page: 1 ID:xrDX?S8?HUsnjbrbNKUnTjzPLon-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 (LC 11), 11=179 (LC 1), 12=392 (LC 11), 13=302 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-62/15, 3-4=-162/33, 4-5=-232/107, 5-6=-235/107, 6-7=-157/29, 7-8=-176/13 BOT CHORD 2-13=0/64, 12-13=0/64, 11-12=0/64, 10-11=0/64, 9-10=0/64, 8-9=0/64 WEBS 5-11=-105/79, 3-13=-243/59, 4-12=-309/67, 6-9=-334/75 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 2, 34 lb uplift at joint 11, 12 lb uplift at joint 13, 18 lb uplift at joint 12 and 25 lb uplift at joint 9. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011142 WF43 DESIGN T P5 Piggyback 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:27 Page: 1 ID:7PKrAbsaiQz2T3aBX?ZO1szPLp8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Plate Offsets (X, Y): [2:0-2-1,0-1-8], [5:0-2-0,Edge], [7:0-2-0,Edge], [9:0-5-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=17-4-7, 10=17-4-7, 11=17-4-7, 13=17-4-7, 14=17-4-7, 15=17-4-7 Max Horiz 2=-15 (LC 6) Max Uplift 2=-26 (LC 16), 11=-16 (LC 17), 13=-2 (LC 16), 14=-6 (LC 17), 15=-17 (LC 17) Max Grav 2=89 (LC 23), 10=370 (LC 23), 11=591 (LC 23), 13=265 (LC 9), 14=545 (LC 23), 15=463 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-121/16, 3-16=-318/9, 16-17=-173/14, 4-17=-91/37, 4-5=-332/88, 5-6=-185/77, 6-7=-184/76, 7-8=-337/89, 8-18=-76/25, 18-19=-173/6, 9-19=-316/4, 9-10=-334/12 BOT CHORD 2-15=0/133, 14-15=0/133, 13-14=0/133, 12-13=0/133, 11-12=0/133, 10-11=0/133 WEBS 3-15=-417/64, 4-14=-461/56, 6-13=-188/47, 8-11=-500/65 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 4-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 2, 17 lb uplift at joint 15, 6 lb uplift at joint 14, 2 lb uplift at joint 13 and 16 lb uplift at joint 11. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011141 WF43 DESIGN T P4 Piggyback 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:27 Page: 1 ID:mA?WZ3bntfBAqhvyENAD8EzPLpU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 REACTIONS (size) 2=17-4-7, 10=17-4-7, 11=17-4-7, 13=17-4-7, 14=17-4-7, 15=17-4-7 Max Horiz 2=-15 (LC 6) Max Uplift 2=-54 (LC 16), 15=-25 (LC 17) Max Grav 2=85 (LC 22), 10=297 (LC 23), 11=536 (LC 23), 13=486 (LC 22), 14=466 (LC 23), 15=493 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-16=-135/64, 3-16=-116/96, 3-4=-224/74, 4-17=-192/35, 5-17=-177/39, 5-6=-132/37, 6-7=-132/37, 7-18=-178/40, 8-18=-193/31, 8-9=-216/100, 9-10=-271/0 BOT CHORD 2-15=-16/108, 14-15=-16/108, 13-14=-16/108, 12-13=-16/108, 11-12=-16/108, 10-11=-16/108 WEBS 3-15=-451/73, 4-14=-381/31, 6-13=-407/0, 8-11=-432/43 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 4-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 2 and 25 lb uplift at joint 15. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011140 WF43 DESIGN T P3 Piggyback 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:26 Page: 1 ID:leygQRBSuCv_lSIQFEZFm3zPLq0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Max Horiz 2=-15 (LC 6) Max Grav 2=401 (LC 23), 10=188 (LC 23), 11=252 (LC 27), 12=489 (LC 22), 14=577 (LC 22), 15=406 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-322/30, 3-4=-146/31, 4-5=-135/30, 5-16=-135/30, 6-16=-135/30, 6-7=-136/31, 7-8=-271/28, 8-9=-193/0, 9-10=-140/0 BOT CHORD 2-15=0/135, 14-15=0/135, 13-14=0/135, 12-13=0/135, 11-12=0/135, 10-11=0/135 WEBS 4-15=-309/13, 5-14=-502/18, 6-12=-405/8, 8-11=-227/31 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 4-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011139 WF43 DESIGN T P2 Piggyback 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:26 Page: 1 ID:sFYbACuyseZ11AC21_fOTizPLrg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 REACTIONS (size) 2=17-4-7, 11=17-4-7, 12=17-4-7, 13=17-4-7, 14=17-4-7, 16=17-4-7 Max Horiz 2=-15 (LC 6) Max Grav 2=228 (LC 23), 11=113 (LC 23), 12=421 (LC 22), 13=565 (LC 22), 14=546 (LC 22), 16=508 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-148/9, 3-4=-63/12, 4-17=-61/11, 5-17=-61/11, 5-6=-61/11, 6-7=-61/11, 7-18=-61/11, 8-18=-61/11, 8-9=-63/12, 9-10=-100/9, 10-11=-93/3 BOT CHORD 2-16=0/57, 15-16=0/57, 14-15=0/57, 13-14=0/57, 12-13=0/57, 11-12=0/57 WEBS 4-16=-422/15, 5-14=-468/18, 6-13=-481/18, 8-12=-364/13 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 4-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011138 WF43 DESIGN T P1 Piggyback 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:25 Page: 1 ID:9Kxp4nnhCZISqeR7StU23bzPLrq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-245/218, 2-3=-89/36, 3-4=-153/119, 4-5=-153/119, 5-6=-89/36, 6-7=-245/218 BOT CHORD 1-12=-147/172, 11-12=-147/172, 10-11=-147/172, 9-10=-147/172, 8-9=-147/172, 7-8=-147/172 WEBS 4-10=-152/111, 3-11=-223/157, 2-12=-275/199, 5-9=-223/157, 6-8=-275/199 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 1, 110 lb uplift at joint 7, 67 lb uplift at joint 10, 131 lb uplift at joint 11, 181 lb uplift at joint 12, 131 lb uplift at joint 9 and 181 lb uplift at joint 8. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011137 WF43 DESIGN T L12 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:25 Page: 1 ID:tqbsvWwnGrdkcIXW0o3P_0zPLic-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 8=9-3-4, 9=9-3-4, 10=9-3-4, 11=9-3-4 Max Horiz 1=-65 (LC 4) Max Uplift 1=-71 (LC 5), 6=-38 (LC 5), 7=-90 (LC 4), 8=-91 (LC 4), 9=-17 (LC 5), 10=-120 (LC 4), 11=-95 (LC 4) Max Grav 1=142 (LC 4), 6=94 (LC 4), 7=230 (LC 8), 8=243 (LC 8), 9=115 (LC 4), 10=115 (LC 5), 11=206 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-55/17, 2-3=-131/92, 3-4=-133/93, 4-5=-79/22, 5-6=-130/111 BOT CHORD 1-11=-141/165, 10-11=-133/168, 9-10=-82/102, 8-9=-82/102, 7-8=-82/102, 6-7=-82/102 WEBS 3-9=-94/56, 2-11=-181/113, 4-8=-204/117, 5-7=-186/109 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 6, 71 lb uplift at joint 1, 120 lb uplift at joint 10, 17 lb uplift at joint 9, 95 lb uplift at joint 11, 91 lb uplift at joint 8 and 90 lb uplift at joint 7. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 11. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011136 WF43 DESIGN T L11 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:24 Page: 1 ID:aUgDR7qOvilkGEVA5pRmBXzPLij-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Max Uplift 6=-118 (LC 4), 7=-7 (LC 5), 8=-118 (LC 4) Max Grav 1=96 (LC 1), 5=96 (LC 1), 6=309 (LC 7), 7=94 (LC 4), 8=309 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-76/72, 2-3=-115/72, 3-4=-115/72, 4-5=-76/72 BOT CHORD 1-8=-64/79, 7-8=-64/79, 6-7=-64/79, 5-6=-64/79 WEBS 3-7=-69/34, 2-8=-246/141, 4-6=-246/141 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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 7 lb uplift at joint 7, 118 lb uplift at joint 8 and 118 lb uplift at joint 6. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011135 WF43 DESIGN T L10 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:24 Page: 1 ID:e5YS0Rp7N4V01wLn_PPI66zPLil-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 (LC 4), 7=280 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-21/51, 2-3=-165/164, 3-4=-138/143, 4-5=-157/133 BOT CHORD 1-7=-18/19, 6-7=-18/19, 5-6=-18/19 WEBS 3-6=-209/133, 2-7=-249/187 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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 2 lb uplift at joint 1, 123 lb uplift at joint 5, 83 lb uplift at joint 6 and 168 lb uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011134 WF43 DESIGN T L09 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:23 Page: 1 ID:1QvTqjN2jKAXQ1U9ihI9TkzPLlu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS (size) 1=13-4-1, 7=13-4-1, 8=13-4-1, 9=13-4-1, 10=13-4-1, 11=13-4-1, 12=13-4-1, 13=13-4-1 Max Horiz 1=274 (LC 4) Max Uplift 1=-129 (LC 5), 7=-70 (LC 4), 8=-10 (LC 4), 10=-90 (LC 4), 11=-51 (LC 5), 12=-77 (LC 4), 13=-108 (LC 4) Max Grav 1=214 (LC 4), 7=147 (LC 8), 8=254 (LC 8), 9=125 (LC 1), 10=240 (LC 8), 11=70 (LC 4), 12=190 (LC 8), 13=301 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-290/270, 2-3=-167/149, 3-4=-72/68, 4-5=-82/49, 5-6=-54/55, 6-7=-56/57 BOT CHORD 1-13=-57/57, 12-13=-57/57, 11-12=-57/57, 10-11=-97/106, 9-10=-98/103, 8-9=-97/105, 7-8=-101/98 WEBS 2-13=-236/132, 3-12=-177/101, 4-10=-197/112, 5-9=-88/0, 6-8=-195/40 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 1, 70 lb uplift at joint 7, 51 lb uplift at joint 11, 108 lb uplift at joint 13, 77 lb uplift at joint 12, 90 lb uplift at joint 10 and 10 lb uplift at joint 8. 9) Non Standard bearing condition. Review required. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011133 WF43 DESIGN T L08 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:23 Page: 1 ID:RQPSeZnRSgU6Yj93O3p_4?zPLev-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 18=21-3-8, 20=21-3-8, 21=21-3-8, 22=21-3-8, 23=21-3-8 Max Uplift 1=-93 (LC 5), 13=-93 (LC 5), 14=-96 (LC 4), 15=-69 (LC 4), 16=-82 (LC 4), 17=-67 (LC 4), 18=-110 (LC 5), 20=-67 (LC 4), 21=-82 (LC 4), 22=-69 (LC 4), 23=-96 (LC 4) Max Grav 1=181 (LC 4), 13=181 (LC 4), 14=283 (LC 7), 15=206 (LC 7), 16=231 (LC 7), 17=222 (LC 7), 18=226 (LC 4), 20=222 (LC 7), 21=231 (LC 7), 22=206 (LC 7), 23=283 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-244/218, 2-3=-132/108, 3-4=-75/32, 4-5=-112/67, 5-6=-69/75, 6-7=-175/163, 7-8=-175/163, 8-9=-69/75, 9-10=-112/67, 10-11=-75/32, 11-12=-132/108, 12-13=-244/218 BOT CHORD 1-23=-157/184, 22-23=-157/184, 21-22=-157/184, 20-21=-157/184, 19-20=-157/184, 18-19=-157/184, 17-18=-157/184, 16-17=-157/184, 15-16=-157/184, 14-15=-157/184, 13-14=-157/184 WEBS 7-18=-202/150, 6-20=-182/91, 4-21=-190/106, 3-22=-173/94, 2-23=-222/119, 8-17=-182/91, 10-16=-190/106, 11-15=-173/94, 12-14=-222/119 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1, 110 lb uplift at joint 18, 67 lb uplift at joint 20, 82 lb uplift at joint 21, 69 lb uplift at joint 22, 96 lb uplift at joint 23, 67 lb uplift at joint 17, 82 lb uplift at joint 16, 69 lb uplift at joint 15, 96 lb uplift at joint 14 and 93 lb uplift at joint 13. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011132 WF43 DESIGN T L07 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:21 Page: 1 ID:9Kxp4nnhCZISqeR7StU23bzPLrq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 6-7. REACTIONS (size) 1=10-10-12, 6=10-10-12, 7=10-10-12, 8=10-10-12, 9=10-10-12, 10=10-10-12, 11=10-10-12 Max Horiz 1=-135 (LC 5) Max Uplift 1=-11 (LC 10), 6=-22 (LC 11), 8=-48 (LC 5), 9=-2 (LC 11), 10=-2 (LC 11), 11=-4 (LC 11) Max Grav 1=96 (LC 1), 6=91 (LC 8), 7=173 (LC 8), 8=29 (LC 11), 9=199 (LC 8), 10=160 (LC 8), 11=273 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-105/136, 2-3=-64/74, 3-4=-41/51, 4-5=-43/24, 5-6=-20/15 BOT CHORD 1-11=-16/23, 10-11=-16/23, 9-10=-16/23, 8-9=-16/23, 7-8=-43/68, 6-7=-43/48 WEBS 2-11=-206/35, 3-10=-129/24, 4-9=-151/28, 5-7=-116/7 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 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 11 lb uplift at joint 1, 22 lb uplift at joint 6, 48 lb uplift at joint 8, 4 lb uplift at joint 11, 2 lb uplift at joint 10 and 2 lb uplift at joint 9. 8) Non Standard bearing condition. Review required. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011131 WF43 DESIGN T L06 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:21 Page: 1 ID:FmBRCAEC2rpVepDQG6WRmVzPLfc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 5-19, 6-18, 7-16 REACTIONS (size) 1=18-11-11, 11=18-11-11, 12=18-11-11, 14=18-11-11, 15=18-11-11, 16=18-11-11, 17=18-11-11, 18=18-11-11, 19=18-11-11, 20=18-11-11, 21=18-11-11, 22=18-11-11 Max Horiz 1=280 (LC 4) Max Uplift 1=-212 (LC 5), 11=-58 (LC 4), 12=-7 (LC 4), 14=-5 (LC 4), 15=-5 (LC 4), 16=-8 (LC 4), 17=-54 (LC 5), 19=-77 (LC 4), 20=-79 (LC 4), 21=-80 (LC 4), 22=-67 (LC 4) Max Grav 1=261 (LC 4), 11=109 (LC 8), 12=182 (LC 8), 14=175 (LC 8), 15=175 (LC 8), 16=184 (LC 8), 17=66 (LC 4), 18=126 (LC 8), 19=227 (LC 8), 20=225 (LC 8), 21=232 (LC 8), 22=194 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-343/309, 2-3=-269/241, 3-4=-171/150, 4-5=-75/63, 5-6=-82/39, 6-7=-50/47, 7-8=-50/48, 8-9=-50/48, 9-10=-50/48, 10-11=-52/49 BOT CHORD 1-22=-50/53, 21-22=-50/53, 20-21=-50/53, 19-20=-50/53, 18-19=-50/53, 17-18=-50/52, 16-17=-82/96, 15-16=-86/97, 14-15=-86/96, 13-14=-86/81, 12-13=-77/96, 11-12=-85/87 WEBS 2-22=-157/85, 3-21=-191/105, 4-20=-186/103, 5-19=-186/102, 6-18=-94/6, 7-16=-146/27, 8-15=-134/29, 9-14=-136/29, 10-12=-139/30 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 11, 12 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 212 lb uplift at joint 1, 58 lb uplift at joint 11, 54 lb uplift at joint 17, 67 lb uplift at joint 22, 80 lb uplift at joint 21, 79 lb uplift at joint 20, 77 lb uplift at joint 19, 8 lb uplift at joint 16, 5 lb uplift at joint 15, 5 lb uplift at joint 14 and 7 lb uplift at joint 12. 10) Non Standard bearing condition. Review required. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011130 WF43 DESIGN T L05 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:20 Page: 1 ID:NSu4DAnN?91u5zJ617qWDUzPLgC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-23, 6-22, 7-21, 8-20, 9-18 REACTIONS (size) 1=24-5-10, 14=24-5-10, 15=24-5-10, 16=24-5-10, 17=24-5-10, 18=24-5-10, 19=24-5-10, 20=24-5-10, 21=24-5-10, 22=24-5-10, 23=24-5-10, 24=24-5-10, 25=24-5-10, 27=24-5-10 Max Horiz 1=252 (LC 4) Max Uplift 1=-123 (LC 5), 14=-47 (LC 4), 15=-5 (LC 4), 16=-3 (LC 4), 17=-2 (LC 4), 18=-12 (LC 4), 19=-47 (LC 5), 20=-4 (LC 4), 21=-3 (LC 4), 22=-2 (LC 4), 24=-75 (LC 4), 25=-68 (LC 4), 27=-94 (LC 4) Max Grav 1=212 (LC 4), 14=104 (LC 8), 15=185 (LC 8), 16=172 (LC 8), 17=177 (LC 8), 18=171 (LC 8), 19=57 (LC 4), 20=172 (LC 8), 21=173 (LC 8), 22=185 (LC 8), 23=139 (LC 8), 24=227 (LC 8), 25=204 (LC 8), 27=287 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-285/260, 2-3=-173/149, 3-4=-84/73, 4-5=-72/27, 5-6=-41/39, 6-7=-41/39, 7-8=-41/39, 8-9=-41/39, 9-10=-41/39, 10-11=-41/39, 11-12=-41/39, 12-13=-41/39, 13-14=-43/40 BOT CHORD 1-27=-41/44, 26-27=-41/44, 25-26=-41/44, 24-25=-41/44, 23-24=-41/44, 22-23=-41/43, 21-22=-41/43, 20-21=-41/43, 19-20=-41/43, 18-19=-66/81, 17-18=-72/83, 16-17=-72/82, 15-16=-72/83, 14-15=-72/74 WEBS 2-27=-226/118, 3-25=-171/92, 4-24=-185/99, 5-23=-100/13, 6-22=-145/26, 7-21=-133/27, 8-20=-135/27, 9-18=-134/27, 10-17=-135/27, 12-16=-134/27, 13-15=-141/28 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 1, 47 lb uplift at joint 19, 47 lb uplift at joint 14, 94 lb uplift at joint 27, 68 lb uplift at joint 25, 75 lb uplift at joint 24, 2 lb uplift at joint 22, 3 lb uplift at joint 21, 4 lb uplift at joint 20, 12 lb uplift at joint 18, 2 lb uplift at joint 17, 3 lb uplift at joint 16 and 5 lb uplift at joint 15. 9) Non Standard bearing condition. Review required. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011129 WF43 DESIGN T L04 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:20 Page: 1 ID:fSBbsVrSMCCyk_L7TlQE32zPLhQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 TOP CHORD 1-2=-132/115, 2-3=-76/22, 3-4=-128/92, 4-5=-128/92, 5-6=-76/22, 6-7=-132/115 BOT CHORD 1-12=-87/107, 11-12=-87/107, 10-11=-87/107, 9-10=-87/107, 8-9=-87/107, 7-8=-87/107 WEBS 4-10=-95/54, 3-11=-196/110, 2-12=-198/113, 5-9=-196/110, 6-8=-198/113 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 1, 31 lb uplift at joint 7, 13 lb uplift at joint 10, 85 lb uplift at joint 11, 93 lb uplift at joint 12, 85 lb uplift at joint 9 and 93 lb uplift at joint 8. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011128 WF43 DESIGN T L03 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:20 Page: 1 ID:Tist8sTZzUz_gdCPLWvk_DzPLjB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1, 1 lb uplift at joint 7, 173 lb uplift at joint 11, 1 lb uplift at joint 9 and 15 lb uplift at joint 8. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011127 WF43 DESIGN T L02 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:19 Page: 1 ID:axcMIVQ3wFTYB?ve6gqopNzPLjF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 7), 12=227 (LC 7), 13=249 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-266/253, 2-3=-165/156, 3-4=-62/72, 4-5=-68/52, 5-6=-166/171, 6-7=-166/171, 7-8=-65/36 BOT CHORD 1-13=-177/194, 12-13=-177/194, 11-12=-177/194, 10-11=-177/194, 9-10=-178/195, 8-9=-178/195 WEBS 6-9=-122/0, 5-10=-209/134, 4-11=-183/102, 3-12=-192/111, 2-13=-198/112 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 8, 136 lb uplift at joint 1, 144 lb uplift at joint 9, 65 lb uplift at joint 10, 91 lb uplift at joint 11, 83 lb uplift at joint 12 and 93 lb uplift at joint 13. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011126 WF43 DESIGN T L01 Lay-In Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:19 Page: 1 ID:2KbSoPphhuAeBJ41BAx3oqzPLk1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011125 WF43 DESIGN T J33 Jack-Open Girder 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:19 Page: 1 ID:fbU0TW?HoO?MScUB_wbMs5zPLal-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) "NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 3=-2 (B), 4=-1 (B) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011124 WF43 DESIGN T J32 Jack-Open 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:18 Page: 1 ID:7o2Ohs0wZi7D4m3NXe6bPIzPLak-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011123 WF43 DESIGN T J31 Jack-Open 6 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:18 Page: 1 ID:E0otrUzPWTdob8mcIo1fFSzPLao-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 5=127 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66, 2-3=-96/78, 3-4=-2/2 BOT CHORD 2-6=-13/2, 5-6=0/0 WEBS 3-6=-185/31 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 4. 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) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-2 (B) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011122 WF43 DESIGN T J30 Jack-Open Girder 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:15 Page: 1 ID:ft0R1KCyod8y?DIST?OL2gzPLaU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 4 and 79 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011121 WF43 DESIGN T J29 Jack-Open 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:15 Page: 1 ID:ElHSGgmlWFUC3XzLpkEg2tzPLb3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 2. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011120 WF43 DESIGN T J28 Jack-Open 3 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:14 Page: 1 ID:xgtEN5u09KlnF3jGOqP0S_zPLav-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011119 WF43 DESIGN T J27 Jack-Open 3 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:13 Page: 1 ID:bj4LKNqtLn6V9IrJbHprlwzPLb_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 4 and 67 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011118 WF43 DESIGN T J26 Jack-Open 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:12 Page: 1 ID:ElHSGgmlWFUC3XzLpkEg2tzPLb3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 5= Mechanical, 6=0-4-9 Max Horiz 6=97 (LC 10) Max Uplift 3=-50 (LC 10), 5=-24 (LC 10), 6=-24 (LC 9) Max Grav 3=129 (LC 8), 5=88 (LC 3), 6=334 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-267/21, 1-2=0/122, 2-7=-77/39, 7-8=-41/33, 3-8=-57/58 BOT CHORD 6-9=0/0, 9-10=0/0, 5-10=0/0, 4-5=0/0 WEBS 3-5=0/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 6, 24 lb uplift at joint 5 and 50 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) "NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=34 (F), 8=32 (B) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011117 WF43 DESIGN T J25 Diagonal Hip Girder 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:11 Page: 1 ID:ElHSGgmlWFUC3XzLpkEg2tzPLb3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 5, 100 lb uplift at joint 4 and 101 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011116 WF43 DESIGN T J24 Jack-Open 4 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:11 Page: 1 ID:qv3u4qWCD6z2fSRVeXt_FfzPLbN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-223/0, 1-2=0/96, 2-3=-85/82, 3-4=-38/87 BOT CHORD 6-7=0/0, 5-6=0/0 WEBS 3-6=-102/43 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 4 and 5 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011115 WF43 DESIGN T J23 Jack-Open 8 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:10 Page: 1 ID:6_T6_PPwa1iSSwga2QherYzPLbX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-418/0, 1-2=0/112, 2-8=-150/27, 3-8=-36/111, 3-4=-3/3 BOT CHORD 6-7=-81/61, 5-6=0/0 WEBS 3-6=-235/27, 2-6=-70/89 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 4 and 10 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011114 WF43 DESIGN T J22 Jack-Open 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:10 Page: 1 ID:7K5FpUQFZ8PP9_gwXnjZnTzPLaC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 6= Mechanical, 8=0-3-8 Max Horiz 8=60 (LC 40) Max Uplift 4=-47 (LC 15), 6=-52 (LC 6), 8=-126 (LC 15) Max Grav 4=214 (LC 20), 6=109 (LC 20), 8=362 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-337/51, 1-2=0/112, 2-3=-103/49, 3-9=-1/3, 4-9=-3/1 BOT CHORD 7-8=-8/12, 7-10=0/0, 6-10=0/0, 5-6=0/0 WEBS 3-7=-138/201, 4-6=0/0 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 (2) -1-4-4 to 5-2-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 8, 52 lb uplift at joint 6 and 47 lb uplift at joint 4. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 297 lb up at 1-5-10 on top chord, and 39 lb down and 96 lb up at 1-5-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=86 (F), 9=33 (F) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011113 WF43 DESIGN T J21 Jack-Open Girder 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:09 Page: 1 ID:neqnKaamkqwibqaDEIxOG?zPLa0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 5, 26 lb uplift at joint 4 and 156 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011112 WF43 DESIGN T J20 Jack-Open Girder 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:08 Page: 1 ID:6ixhPbBGapZtwJtJYMuffyzPLbo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 5 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011111 WF43 DESIGN T J19 Jack-Open 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:08 Page: 1 ID:lf155eJTnNMEf5nHnX4XBZzPLcx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 33 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011110 WF43 DESIGN T J18 Jack-Open 7 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:07 Page: 1 ID:wWfpqbEiBXc4xAK7QGz7yIzPLd1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Max Horiz 7=190 (LC 6) Max Uplift 4=-79 (LC 6), 5=-42 (LC 6), 7=-15 (LC 6) Max Grav 4=146 (LC 18), 5=99 (LC 18), 7=441 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-381/62, 1-2=0/129, 2-3=-138/38, 3-8=-3/4, 4-8=-5/3 BOT CHORD 6-7=-3/1, 5-6=0/0 WEBS 3-6=-67/29 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 7, 79 lb uplift at joint 4 and 42 lb uplift at joint 5. 9) This truss is designed in accordance with the 2012 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 202 lb down and 6 lb up at 2-2-8 on top chord, and 55 lb down and 24 lb up at 2-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-1 (F), 6=-1 (F) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011109 WF43 DESIGN T J17 Jack-Open Girder 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:05 Page: 1 ID:Zua4hSkQpXLRyBBRfh77UXzPLXE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3 and 1 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011108 WF43 DESIGN T J16 Jack-Open Girder 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:04 Page: 1 ID:isk7DmyjIf2iWELTN9XyrkzPLc6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 5, 41 lb uplift at joint 3 and 15 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=38 (B) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011107 WF43 DESIGN T J15 Jack-Open Girder 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:04 Page: 1 ID:PnKvJB4_xkIIjm6OzFiIFrzPLby-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 5, 48 lb uplift at joint 4 and 95 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011106 WF43 DESIGN T J14 Jack-Open 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:03 Page: 1 ID:5MIYZXAxbhsxDFtz4?sji1zPLd7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 3 and 21 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011105 WF43 DESIGN T J12 Jack-Open 8 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:03 Page: 1 ID:lOVfWq6pn9De7U_0HSGY?_zPLdC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 7=0-3-8 Max Horiz 7=196 (LC 6) Max Uplift 4=-81 (LC 6), 5=-44 (LC 6), 7=-23 (LC 6) Max Grav 4=156 (LC 18), 5=102 (LC 18), 7=459 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-392/62, 1-2=0/129, 2-3=-145/44, 3-8=-2/3, 4-8=-4/3 BOT CHORD 6-7=-3/1, 5-6=0/0 WEBS 3-6=-74/28 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 7, 81 lb uplift at joint 4 and 44 lb uplift at joint 5. 9) This truss is designed in accordance with the 2012 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) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=2 (B) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011104 WF43 DESIGN T J11 Jack-Open Girder 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:02 Page: 1 ID:zN9V2Dxf7Y9gfBjxLXStLqzPLYF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 5, 61 lb uplift at joint 3 and 13 lb uplift at joint 4. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011103 WF43 DESIGN T J10 Jack-Open 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:01 Page: 1 ID:DJXc9MvmYECvC0mxL5_oMczPLdS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 5, 36 lb uplift at joint 3 and 23 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011102 WF43 DESIGN T J09 Jack-Open 9 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:00 Page: 1 ID:Z?p4eFmFNYhcmAreeam_s4zPLde-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 3 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011101 WF43 DESIGN T J08 Jack-Open Girder 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:38:00 Page: 1 ID:D2?BbYi6Y03KfPzgr1Bp90zPLdj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 4 and 31 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011100 WF43 DESIGN T J07 Jack-Open 5 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:59 Page: 1 ID:oTK2zWgDF5hloxE5Aud6YOzPLdm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011099 WF43 DESIGN T J06 Jack-Open 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:59 Page: 1 ID:z2RM8fOog1o0YP_gKZji6XzPLe7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 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 48 lb uplift at joint 3 and 12 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011098 WF43 DESIGN T J05 Jack-Open 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:58 Page: 1 ID:d4dT5xKfrU9jRe5jX07XPUzPLeC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 5, 14 lb uplift at joint 4 and 27 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011097 WF43 DESIGN T J04 Jack-Open 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:58 Page: 1 ID:ZwiNN?xbOf7GcjfZfIY16kzPLei-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 5, 39 lb uplift at joint 3 and 18 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011096 WF43 DESIGN T J03 Jack-Open 5 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:57 Page: 1 ID:zmvwZrB8gpeQ?oAPqVvjwyzPLeO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 5, 36 lb uplift at joint 4 and 61 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011095 WF43 DESIGN T J02 Jack-Open 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:57 Page: 1 ID:ZwiNN?xbOf7GcjfZfIY16kzPLei-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-323/37, 1-2=0/122, 2-6=-74/41, 3-6=-45/46 BOT CHORD 5-7=-74/47, 4-7=-74/47 WEBS 2-4=-52/82 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 5, 56 lb uplift at joint 3 and 40 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) "NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=29 (B), 7=9 (F=3, B=5) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011094 WF43 DESIGN T J01 Jack-Open Girder 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:56 Page: 1 ID:16FlaLyD9zF7DtDlD?3GfxzPLeh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 184 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 6=0-3-0, 10=0-3-8 Max Horiz 10=-80 (LC 24) Max Uplift 6=-302 (LC 6), 10=-191 (LC 15) Max Grav 6=1451 (LC 20), 10=1273 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-11=-1203/265, 3-11=-1088/239, 3-12=-1178/259, 12-13=-1181/260, 13-14=-1181/260, 4-14=-1186/261, 4-15=-82/70, 15-16=-82/70, 5-16=-82/70, 5-6=-387/117, 2-10=-1196/204 BOT CHORD 10-17=-29/135, 9-17=-29/135, 9-18=-123/815, 18-19=-123/815, 8-19=-123/815, 8-20=-179/1116, 7-20=-179/1116, 7-21=-179/1116, 21-22=-179/1116, 22-23=-179/1116, 6-23=-179/1116 WEBS 4-6=-1442/275, 2-9=-156/821, 3-9=-130/43, 3-8=-93/447, 4-8=-104/227 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 6 and 191 lb uplift at joint 10. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 5=-45 (B), 6=-22 (B), 4=-23 (B), 11=-61 (B), 12=-23 (B), 13=-23 (B), 14=-23 (B), 15=-23 (B), 16=-23 (B), 17=-36 (B), 18=-14 (B), 19=-14 (B), 20=-14 (B), 21=-14 (B), 22=-14 (B), 23=-14 (B) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011093 WF43 DESIGN T G28 Half Hip Girder 1 2 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:56 Page: 1 ID:z9hTsLMDS_?7qRsgtR3RWxzPA0U-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.22 7-9 >891 240 MT20 169/123 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.44 7-9 >444 180 TCDL 10.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 87 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 3-5:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-6:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 10-2:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS (size) 7=0-1-8, 10=0-3-8 Max Horiz 10=-124 (LC 6) Max Grav 7=1004 (LC 16), 10=1075 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/118, 2-11=-847/0, 3-11=-642/0, 3-4=-518/15, 4-12=-99/88, 5-12=-99/88, 5-7=-224/16, 2-10=-1028/0 BOT CHORD 9-10=-34/281, 8-9=0/479, 7-8=0/479, 6-7=0/0 WEBS 3-9=-74/166, 2-9=0/428, 4-9=0/286, 4-7=-827/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011092 WF43 DESIGN T G27 Half Hip 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:54 Page: 1 ID:sBSPGXcOWRf8rfzicMxNtMzPA09-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS (size) 5=0-3-0, 8=0-3-8 Max Horiz 8=-170 (LC 6) Max Grav 5=931 (LC 15), 8=1004 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-282/16, 2-9=-114/51, 2-3=-728/28, 3-10=-119/121, 4-10=-120/120, 4-5=-429/24, 1-8=-311/18 BOT CHORD 7-8=0/631, 6-7=0/631, 5-6=0/405 WEBS 3-6=0/437, 3-5=-625/0, 2-8=-804/0, 2-6=-327/73 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011091 WF43 DESIGN T G26 Half Hip 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:54 Page: 1 ID:POWaVyEZ8?1lQU7nWgF6PDzP9sJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 2-11-2 13-4-4 3-0-14 3-0-14 5-1-14 27-1-6 7-4-5 10-5-2 8-7-4 21-11-8 0-3-8 27-4-14 11-6-8 1-8-5 2-5-4 0-2-2 0-2-2 8-11-2 4-2-6 4-2-6 0-2-2 4-4-8 6-11-15 11-4-6 0-2-2 11-6-8 Scale = 1:76.2 Plate Offsets (X, Y): [2:0-3-5,0-1-8], [3:0-4-8,0-0-13], [5:0-5-4,0-2-8], [6:0-5-7,Edge], [7:Edge,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.04 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.08 9-11 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.25 17 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 180 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-6:2x6 SP No.1 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 6-9 REACTIONS (size) 12=0-3-8, 15=0-3-8, 17=0-3-0 Max Horiz 15=-141 (LC 6) Max Uplift 15=-168 (LC 6) Max Grav 12=1705 (LC 32), 15=611 (LC 33), 17=703 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-440/236, 3-18=-348/180, 18-19=-348/180, 19-20=-351/180, 4-20=-352/180, 4-21=0/449, 21-22=0/449, 22-23=0/450, 5-23=0/451, 5-24=-677/26, 24-25=-382/38, 6-25=-292/75, 6-7=-343/59, 8-17=-2/63, 7-17=-2/63, 2-15=-603/182 BOT CHORD 14-15=-46/153, 14-26=-207/91, 26-27=-207/91, 13-27=-207/91, 13-28=-207/91, 12-28=-207/91, 11-12=-61/334, 10-11=-63/331, 9-10=-63/331, 8-9=-106/134 WEBS 3-14=-166/30, 4-14=0/381, 4-12=-957/42, 5-12=-1184/0, 5-11=0/229, 5-9=-157/226, 6-9=-414/10, 2-14=-166/339, 7-9=-6/646, 7-17=-713/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 15. 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) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 147 lb down and 101 lb up at 3-2-10 on top chord, and 84 lb down and 83 lb up at 3-2-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-15=-20 Concentrated Loads (lb) Vert: 14=2 (B), 12=2 (B), 26=2 (B), 27=2 (B), 28=2 (B) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011090 WF43 DESIGN T G25 Roof Special Girder 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:53 Page: 1 ID:bczXWhxDsNULrMp6WO?6oWzPBFo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 5-5-10 8-10-12 24-7-13 0-3-8 27-4-14 13-6-8 1-8-5 4-5-4 0-2-2 0-2-2 8-11-2 6-2-6 6-2-6 0-2-2 6-4-8 6-11-15 13-4-6 0-2-2 13-6-8 Scale = 1:80.8 Plate Offsets (X, Y): [3:0-3-0,0-2-1], [5:0-5-4,0-2-12], [6:0-5-7,Edge], [7:Edge,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.13 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.27 9-10 >748 180 TCDL 10.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.44 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 181 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-6:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 9-6,7-8,9-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-15, 5-12, 5-9, 6-9 REACTIONS (size) 12=0-3-8, 14=0-3-8, 16=0-3-0 Max Horiz 14=-132 (LC 6) Max Uplift 14=-74 (LC 6), 16=-28 (LC 15) Max Grav 12=1748 (LC 22), 14=567 (LC 23), 16=747 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-17=0/84, 2-17=0/112, 2-3=-314/194, 3-18=-10/382, 4-18=-10/380, 4-19=-9/381, 5-19=-9/381, 5-20=-530/48, 20-21=-216/55, 6-21=-141/110, 6-7=-216/58, 8-16=-92/70, 7-16=-92/70, 2-14=-516/102 BOT CHORD 13-14=-85/156, 12-13=-71/92, 11-12=-19/370, 10-11=-19/370, 9-10=-21/366, 8-9=-120/144 WEBS 3-13=0/233, 3-12=-641/0, 4-12=-684/16, 5-12=-1071/0, 5-10=0/312, 5-9=-355/164, 6-9=-567/0, 2-13=-118/16, 7-9=-13/862, 7-16=-749/29 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 14 and 28 lb uplift at joint 16. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011089 WF43 DESIGN T G24 Roof Special 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:53 Page: 1 ID:UCoK3VbjvHPYypWgFSU?X6zPBEx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 7-10-7 7-10-7 8-0-4 18-5-6 0-3-8 27-4-14 12-9-13 1-8-5 3-10-11 0-2-2 8-11-2 8-2-6 8-2-6 0-2-2 8-4-8 4-5-5 12-9-13 Scale = 1:78.4 Plate Offsets (X, Y): [2:0-3-4,0-1-8], [3:0-3-0,0-2-1], [5:0-6-0,0-1-14], [7:Edge,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.09 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.23 13-14 >532 180 TCDL 10.0 Rep Stress Incr YES WB 0.60 Horiz(TL) 0.35 16 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 188 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-3:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 9-6,7-8,9-7:2x4 SPF No.2, 14-2:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 3-12, 4-12, 5-10, 5-9, 6-9 REACTIONS (size) 12=0-3-8, 14=0-3-8, 16=0-3-0 Max Horiz 14=190 (LC 6) Max Uplift 14=-199 (LC 6), 16=-200 (LC 6) Max Grav 12=1685 (LC 23), 14=767 (LC 24), 16=799 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/118, 2-17=-489/187, 17-18=-235/214, 3-18=-228/240, 3-19=-155/267, 4-19=-156/267, 4-20=-446/146, 5-20=-444/146, 5-21=-436/109, 6-21=-209/113, 6-22=-249/133, 7-22=-249/133, 8-16=-18/71, 7-16=-18/71, 2-14=-692/243 BOT CHORD 13-14=-240/506, 12-13=-156/154, 11-12=-159/203, 10-11=-159/203, 9-10=-59/374, 8-9=-115/135 WEBS 3-13=0/234, 3-12=-637/0, 4-12=-1083/0, 4-10=0/522, 5-10=-286/15, 5-9=-494/255, 6-9=-284/0, 2-13=-356/87, 7-9=-202/727, 7-16=-803/203 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint 5 = 12% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 16 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 at joint(s) 16. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 14 and 200 lb uplift at joint 16. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011088 WF43 DESIGN T G23 Piggyback Base 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:52 Page: 1 ID:ggbdDKmxImVwTZs7scCWQMzPBDR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 3-2-11 23-9-6 3-7-8 27-4-14 4-11-0 10-3-4 4-11-13 15-4-15 5-1-11 20-6-11 5-4-4 5-4-4 12-9-13 1-8-5 12-9-13 0-3-4 0-2-2 10-2-6 10-2-6 0-2-2 10-4-8 2-5-5 12-9-13 Scale = 1:81.1 Plate Offsets (X, Y): [2:0-2-12,0-1-8], [5:0-3-0,0-2-1], [7:0-2-9,Edge], [8:0-7-4,0-2-0], [9:Edge,0-3-8], [13:0-3-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.04 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.36 Vert(TL) -0.09 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.69 Horiz(TL) 0.01 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 203 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 9-10,11-8,10-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 5-15, 6-13, 6-12, 7-12, 7-11, 8-10 REACTIONS (size) 10=0-3-0, 15=0-3-8, 17=0-3-8 Max Horiz 17=94 (LC 6) Max Uplift 10=-53 (LC 6), 15=-110 (LC 6), 17=-41 (LC 6) Max Grav 10=1001 (LC 23), 15=1305 (LC 33), 17=755 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-603/39, 3-4=-190/64, 4-18=-111/72, 5-18=-75/187, 5-19=-455/136, 6-19=-458/135, 6-20=-454/133, 7-20=-451/134, 7-21=-406/183, 8-21=-356/191, 8-9=-142/156, 9-10=-208/85, 2-17=-704/69 BOT CHORD 16-17=-69/106, 15-16=0/326, 14-15=-143/125, 13-14=-143/125, 12-13=0/439, 11-12=0/410, 10-11=-39/224 WEBS 3-16=0/192, 3-15=-584/129, 5-15=-1042/70, 5-13=-48/854, 6-13=-662/105, 6-12=-57/137, 7-12=-48/138, 7-11=-659/131, 8-11=-168/736, 8-10=-792/54, 2-16=0/232 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 17, 110 lb uplift at joint 15 and 53 lb uplift at joint 10. 9) This truss is designed in accordance with the 2012 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011087 WF43 DESIGN T G22 Piggyback Base 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:51 Page: 1 ID:KVL8siEenx_pFjOi5x7g4MzPAuA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 22-7-3 6-0-2 12-3-13 6-3-10 6-3-10 1-8-15 12-2-1 4-1-8 10-5-2 4-4-6 27-1-6 6-3-10 6-3-10 0-3-8 27-4-14 10-6-14 22-8-15 12-9-13 1-8-5 3-10-11 0-2-2 8-11-2 11-9-6 11-9-6 0-2-2 11-11-8 0-10-5 12-9-13 Scale = 1:85.8 Plate Offsets (X, Y): [2:0-3-0,0-1-12], [5:0-1-9,0-2-8], [7:0-2-9,Edge], [8:0-4-0,0-1-12], [15:0-3-8,0-5-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.03 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.44 Vert(TL) -0.07 15-16 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.53 Horiz(TL) 0.17 18 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 511 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 13-6,11-6,10-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 8-10 REACTIONS (size) 14=0-3-8, 16=0-3-8, 18=0-3-0 Max Horiz 16=187 (LC 6) Max Uplift 18=-214 (LC 34) Max Grav 14=3154 (LC 20), 16=2095 (LC 31), 18=787 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-19=-1199/0, 3-19=-1080/0, 3-4=-926/0, 4-20=-19/356, 20-21=0/395, 5-21=0/518, 5-22=-77/269, 6-22=-77/269, 6-23=-269/124, 7-23=-264/124, 7-24=-367/195, 8-24=-348/198, 8-9=-77/80, 10-18=-128/638, 9-18=-128/638, 2-16=-1076/0 BOT CHORD 16-25=-137/402, 25-26=-137/402, 26-27=-137/402, 15-27=-137/402, 15-28=0/836, 28-29=0/836, 14-29=0/836, 13-14=-169/0, 12-13=-36/193, 11-12=-36/193, 10-11=-33/185 WEBS 4-15=0/1710, 4-14=-1934/0, 5-14=-977/0, 5-13=0/369, 6-13=-867/0, 6-11=0/236, 7-11=-464/186, 2-15=0/483, 8-10=-635/177, 8-11=-325/648, 9-18=-790/217 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 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 18. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 lb uplift at joint 18. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-8-14 from the left end to 8-8-14 to connect truss(es) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 7-8=-60, 8-9=-60, 10-16=-20 Concentrated Loads (lb) Vert: 25=-596 (F), 26=-592 (F), 27=-592 (F), 28=-592 (F), 29=-592 (F) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011086 WF43 DESIGN T G21 Piggyback Base Girder 1 2 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:51 Page: 1 ID:oSLAkPcqU0ZhG_SultK_aFzP9vj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 7-4-10 0-9-2 8-1-12 0-10-1 1-1-9 0-3-8 0-3-8 1-4-3 13-5-15 3-0-3 4-1-12 3-2-14 7-4-10 3-0-8 16-6-7 4-0-0 12-1-12 0-3-8 16-9-15 15-11-8 2-2-4 7-0-6 1-3-8 1-9-12 2-2-4 3-0-0 3-2-8 6-2-8 0-9-12 0-9-12 1-0-0 1-9-12 4-4-12 6-2-8 2-8-10 8-11-2 Scale = 1:87.4 Plate Offsets (X, Y): [9:0-3-4,0-2-0], [13:0-4-8,0-0-8], [22:0-1-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.04 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.45 Vert(CT) -0.09 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.04 24 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 144 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 13-7,9-22,13-6:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 8-9 WEBS 1 Row at midpt 3-9 JOINTS 1 Brace at Jt(s): 1, 10 REACTIONS (lb/size) 23=662/ Mechanical, 24=638/0-3-0 Max Horiz 23=-126 (LC 4) Max Uplift 24=-12 (LC 9) Max Grav 23=662 (LC 1), 24=703 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-23=-662/0, 1-12=-637/0, 1-2=-794/0, 2-3=-758/0, 3-4=-342/0, 6-24=0/680 BOT CHORD 11-12=-139/306, 10-11=-7/890, 9-10=0/507 WEBS 1-11=0/989, 2-11=-629/0, 2-10=-446/94, 3-10=0/323, 3-9=-541/28, 9-24=0/435, 5-24=-357/92, 6-24=-704/12 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 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) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 24. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 24. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011085 WF43 DESIGN T G20 Monopitch 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 E 0 Feb 23 2021 Print: 8.500 E Feb 23 2021 MiTek Industries, Inc. Sun May 09 16:40:52 Page: 1 ID:qDfj1bM5Yz5gvwAm9a4WoxzPA34-ANSS57qu2fPatLYVpQRw3FlkwiDwi_aoEhemuUzIAYQ May 9,2021 TCLL 20.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.08 6-8 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.16 6-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.63 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-6:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS (size) 10= Mechanical, 12=0-3-0 Max Horiz 10=-108 (LC 4) Max Uplift 12=-4 (LC 12) Max Grav 10=662 (LC 1), 12=699 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-676/0, 1-2=-847/0, 2-3=-705/0, 3-4=-203/15, 4-5=-32/85, 6-12=0/521, 5-12=0/521 BOT CHORD 9-10=-90/122, 8-9=0/979, 7-8=0/448, 6-7=0/448 WEBS 1-9=0/1111, 2-9=-665/0, 2-8=-566/0, 3-8=0/390, 3-6=-675/30, 5-12=-701/4 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 12. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011084 WF43 DESIGN T G19 Roof Special 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:50 Page: 1 ID:GTXigYJbwzRuFtP9F7ApuvzPADS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 9-5-11 31-4-7 9-5-11 21-10-12 10-2-0 2-3-15 7-4-7 3-11-1 3-11-1 6-2-15 10-2-0 Scale = 1:68.3 Plate Offsets (X, Y): [2:0-4-0,0-1-12], [3:0-2-0,0-5-4], [7:0-4-4,0-2-0], [8:0-3-0,0-1-8], [9:Edge,0-1-8], [15:0-3-8,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.15 10-12 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.33 10-12 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.07 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 199 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-14,6-10:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 2-14, 7-10, 8-9, 4-12, 4-14, 6-10 REACTIONS (size) 9=0-5-8, 16= Mechanical Max Horiz 16=-100 (LC 6) Max Grav 9=1919 (LC 23), 16=1501 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1905/0, 2-17=-1997/0, 3-17=-1950/0, 3-18=-1513/0, 4-18=-1504/0, 4-19=-1666/0, 5-19=-1666/0, 5-6=-1666/0, 6-20=-647/34, 20-21=-647/34, 7-21=-649/34, 7-8=-840/34, 8-9=-1914/0, 1-16=-1461/0 BOT CHORD 15-16=-51/133, 14-15=0/1822, 13-14=0/1775, 12-13=0/1775, 11-12=0/1494, 10-11=0/1494, 9-10=-77/87 WEBS 2-15=-698/2, 2-14=-659/11, 3-14=0/747, 7-10=-13/188, 8-10=0/1511, 1-15=0/1941, 4-12=-357/25, 4-14=-494/115, 6-12=0/564, 6-10=-1578/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 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) 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011083 WF43 DESIGN T G18 Piggyback Base 3 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:49 Page: 1 ID:ZHPU?J_fHg1jWkrzAyBTIDzPADt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 1-9-7 14-2-8 3-0-11 24-11-8 3-2-4 3-5-12 3-6-0 34-10-8 6-5-0 31-4-7 7-8-4 21-10-12 8-11-5 12-5-1 10-4-4 2-6-3 7-4-7 0-2-4 4-1-5 4-1-5 6-2-15 10-4-4 Scale = 1:66.3 Plate Offsets (X, Y): [4:0-2-0,0-5-4], [8:0-4-4,0-2-0], [9:0-3-0,0-1-8], [10:Edge,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.16 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.33 11-13 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.08 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-15,7-11:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 3-15, 8-11, 9-10, 5-13, 5-15, 7-11 REACTIONS (size) 10=0-5-8, 18= Mechanical Max Horiz 18=-92 (LC 6) Max Grav 10=1919 (LC 23), 18=1501 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1608/0, 2-3=-1572/0, 3-19=-1998/0, 4-19=-1952/0, 4-20=-1515/0, 5-20=-1506/0, 5-21=-1666/0, 6-21=-1666/0, 6-7=-1666/0, 7-22=-647/34, 22-23=-647/34, 8-23=-649/34, 8-9=-840/34, 9-10=-1915/0, 17-18=-1501/0, 1-17=-1487/0 BOT CHORD 16-17=-69/139, 15-16=0/1804, 14-15=0/1775, 13-14=0/1775, 12-13=0/1494, 11-12=0/1494, 10-11=-77/87 WEBS 2-16=-175/204, 3-16=-980/0, 3-15=-671/26, 4-15=0/746, 8-11=-13/188, 9-11=0/1512, 1-16=0/1757, 5-13=-359/24, 5-15=-491/116, 7-13=0/564, 7-11=-1577/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide metal plate or equivalent at bearing(s) 18 to support reaction shown. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011082 WF43 DESIGN T G17 Piggyback Base 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:48 Page: 1 ID:vd2qe8pp7spUNqwJ?5yksmzPAFO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 31-6-3 7-5-15 12-3-5 3-4-4 34-10-8 0-0-2 0-3-10 0-3-8 0-3-8 0-3-8 1-7-8 1-0-6 1-4-0 2-4-8 4-0-0 3-6-0 34-10-8 8-5-1 12-5-1 9-5-11 21-10-12 9-5-11 31-4-7 11-4-4 3-6-3 7-4-7 1-2-4 5-1-5 5-1-5 6-2-15 11-4-4 Scale = 1:92.5 Plate Offsets (X, Y): [3:0-4-8,0-1-12], [4:0-2-0,0-5-4], [8:0-4-4,0-2-0], [9:0-3-0,0-1-8], [10:Edge,0-1-8], [16:0-2-0,0-1-15], [17:0-2-4,0-2-12], [18:0-6-11,Edge], [18:0-4-0,0-0-5], [19:0-2-0,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.15 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.33 11-13 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.12 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 209 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-19,19-16:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 5-15,7-11:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 3-15, 8-11, 9-10, 5-13, 5-15, 7-11 REACTIONS (size) 10=0-5-8, 18= Mechanical Max Horiz 18=-69 (LC 6) Max Grav 10=1919 (LC 24), 18=1501 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-757/0, 2-3=-1743/0, 3-20=-1997/0, 4-20=-1951/0, 4-21=-1514/0, 5-21=-1505/0, 5-22=-1666/0, 6-22=-1666/0, 6-7=-1666/0, 7-23=-646/34, 23-24=-647/34, 8-24=-648/34, 8-9=-839/34, 9-10=-1915/0, 1-18=-1467/0 BOT CHORD 16-17=0/783, 15-16=0/1814, 14-15=0/1775, 13-14=0/1775, 12-13=0/1494, 11-12=0/1494, 10-11=-77/87, 17-18=-96/155 WEBS 2-17=-1216/0, 2-16=0/1226, 3-16=-759/0, 3-15=-659/20, 4-15=0/747, 8-11=-12/188, 9-11=0/1511, 1-17=0/1399, 5-13=-358/25, 5-15=-492/116, 7-13=0/564, 7-11=-1578/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide metal plate or equivalent at bearing(s) 18 to support reaction shown. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011081 WF43 DESIGN T G16 Piggyback Base 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:47 Page: 1 ID:PjCAlglYOKGlMYMSTgNdQizPAI3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 3-9-7 4-11-2 43-0-4 5-3-8 53-2-0 4-6-5 8-3-12 6-3-13 24-1-10 6-5-9 30-7-2 6-5-9 17-9-13 7-5-15 38-1-2 3-2-4 11-6-0 4-0-0 42-10-8 5-0-0 47-10-8 5-3-8 53-2-0 8-3-12 8-3-12 8-5-1 38-10-8 9-5-11 30-5-6 9-5-11 20-11-11 12-2-0 0-8 -7 0-10-12 2-0-0 3-11-1 5-11-1 6-2-15 12-2-0 Scale = 1:98.8 Plate Offsets (X, Y): [2:0-3-6,0-0-8], [7:0-4-4,0-2-0], [11:0-1-12,0-6-0], [12:0-4-0,0-1-12], [17:0-7-1,Edge], [20:0-6-0,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.16 24-26 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.35 24-26 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.08 20 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 272 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 11-12:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-17:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 8-26,10-22:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 -- 2-4-10, Right 2x6 SPF No.2 -- 2-9-11 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, except 2-0-0 oc purlins (3-7-5 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. WEBS 1 Row at midpt 7-26, 6-27, 8-26, 10-24, 10-22 REACTIONS (size) 2=0-3-0, 17=0-3-0, 20=0-3-8, 27=0-3-8 Max Horiz 2=49 (LC 16) Max Uplift 17=-90 (LC 24) Max Grav 2=481 (LC 25), 17=259 (LC 31), 20=2260 (LC 10), 27=2151 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66, 2-28=-380/4, 3-28=-340/11, 3-29=-319/15, 4-29=-220/41, 4-30=-105/91, 5-30=0/125, 5-6=0/283, 6-7=-657/45, 7-31=-499/43, 8-31=-496/43, 8-9=-1449/0, 9-10=-1449/0, 10-11=-1222/0, 11-12=-1639/0, 12-13=-649/0, 13-14=0/1050, 14-32=0/1024, 15-32=0/1006, 15-33=-20/578, 16-33=-40/550, 16-17=-113/553, 17-18=-25/0 BOT CHORD 2-27=-10/245, 26-27=-144/87, 25-26=0/1301, 24-25=0/1301, 23-24=0/1534, 22-23=0/1534, 21-22=0/843, 20-21=-1167/0, 19-20=-501/40, 17-19=-501/40 WEBS 7-26=-49/110, 11-22=0/514, 12-22=0/405, 12-21=-1194/0, 13-21=0/1789, 13-20=-1461/0, 15-20=-811/0, 15-19=0/241, 4-27=-397/46, 6-27=-1938/0, 6-26=0/1489, 8-24=0/487, 8-26=-1491/0, 10-24=-279/33, 10-22=-587/36 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 17. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011080 WF43 DESIGN T G15 Piggyback Base 3 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:47 Page: 1 ID:7r9g49kIaJRsXXze1yQmzhzPANF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 3-0-8 11-4-4 4-1-12 43-0-4 3-11-5 38-5-0 4-10-4 47-10-8 3-9-7 3-9-7 3-10-8 34-5-10 5-3-8 53-2-0 4-6-5 8-3-12 6-3-13 24-1-10 6-5-9 30-7-2 6-5-9 17-9-13 3-2-4 11-6-0 4-0-0 42-10-8 5-0-0 47-10-8 5-3-8 53-2-0 8-3-12 8-3-12 8-5-1 38-10-8 9-5-11 30-5-6 9-5-11 20-11-11 12-2-0 0-8 -7 0-10-12 0-0-2 2-0-0 3-7-13 5-7-13 6-6-3 12-2-0 Scale = 1:98.8 Plate Offsets (X, Y): [2:0-3-6,0-0-8], [7:0-4-4,0-2-0], [11:0-4-8,Edge], [12:0-4-4,0-2-0], [19:0-7-1,Edge], [22:0-6-0,0-2-8], [23:0-7-4,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.16 26-28 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.35 26-28 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.08 22 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 275 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-19:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 9-28,10-24:2x4 SPF No.2, 14-23:2x6 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 -- 2-4-10, Right 2x6 SPF No.2 -- 2-9-11 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except 2-0-0 oc purlins (3-4-5 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. WEBS 1 Row at midpt 7-28, 6-29, 9-28, 10-26, 10-24, 13-23 REACTIONS (size) 2=0-3-0, 19=0-3-0, 22=0-3-8, 29=0-3-8 Max Horiz 2=49 (LC 16) Max Uplift 19=-77 (LC 24) Max Grav 2=460 (LC 28), 19=290 (LC 31), 22=2249 (LC 10), 29=2166 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66, 2-30=-366/17, 3-30=-328/22, 3-31=-308/31, 4-31=-207/71, 4-32=-93/112, 5-32=0/154, 5-6=0/318, 6-7=-649/44, 7-8=-493/43, 8-33=-491/43, 9-33=-491/43, 9-10=-1449/0, 10-11=-1210/0, 11-12=-1213/0, 12-34=-1516/0, 13-34=-1588/0, 13-14=-988/4, 14-15=-754/0, 15-35=0/1019, 16-35=0/978, 16-17=0/974, 17-36=-91/549, 18-36=-96/521, 18-19=-172/524, 19-20=-25/0 BOT CHORD 2-29=-18/236, 28-29=-158/87, 27-28=0/1298, 26-27=0/1298, 25-26=0/1537, 24-25=0/1537, 23-24=0/1130, 22-23=-1123/0, 21-22=-474/91, 19-21=-474/91 WEBS 7-28=-52/104, 12-24=0/580, 15-23=0/1859, 15-22=-1456/0, 17-22=-839/0, 17-21=0/240, 4-29=-400/46, 6-29=-1953/0, 6-28=0/1500, 9-26=0/496, 9-28=-1498/0, 10-26=-287/33, 10-24=-605/17, 13-24=-285/137, 13-23=-827/0, 14-23=-570/23 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 19. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011079 WF43 DESIGN T G14 Piggyback Base 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:46 Page: 1 ID:RgxSKQtqTcNzNffXO9jC4dzPASD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 4-10-4 47-10-8 3-9-7 3-9-7 4-5-11 39-6-9 5-3-8 53-2-0 4-6-5 8-3-12 4-5-11 35-0-14 6-3-13 24-1-10 6-5-9 30-7-2 6-5-9 17-9-13 3-2-4 11-6-0 4-0-0 42-10-8 5-0-0 47-10-8 5-3-8 53-2-0 8-3-12 8-3-12 8-5-1 38-10-8 9-5-11 30-5-6 9-5-11 20-11-11 12-2-0 0-8-7 0-10-12 0-1-11 2-0-0 2-6-13 4-6-13 0-1-11 4-8-8 7-5-8 12-2-0 Scale = 1:98.8 Plate Offsets (X, Y): [2:0-3-6,0-0-8], [7:0-4-4,0-2-0], [11:0-4-4,0-2-0], [13:0-2-0,Edge], [18:0-7-1,Edge], [21:0-7-8,0-2-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.17 25-27 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.35 25-27 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.09 21 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 278 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-18:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 8-27,10-23:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 -- 2-4-10, Right 2x6 SPF No.2 -- 2-9-11 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except 2-0-0 oc purlins (3-2-2 max.): 7-11, 13-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-27, 6-28, 8-27, 10-25, 10-23 REACTIONS (size) 2=0-3-0, 18=0-3-0, 21=0-3-8, 28=0-3-8 Max Horiz 2=49 (LC 16) Max Uplift 18=-184 (LC 26) Max Grav 2=453 (LC 31), 18=387 (LC 35), 21=2708 (LC 27), 28=2193 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66, 2-29=-356/43, 3-29=-319/47, 3-30=-299/57, 4-30=-198/96, 4-31=-83/139, 5-31=0/185, 5-6=0/335, 6-7=-616/45, 7-32=-468/44, 8-32=-465/44, 8-9=-1423/0, 9-10=-1423/0, 10-33=-1180/0, 11-33=-1183/0, 11-34=-1479/0, 12-34=-1562/0, 12-35=-777/0, 13-35=-850/0, 13-14=-801/0, 14-15=0/1253, 15-16=0/1292, 16-17=-91/797, 17-18=-203/772, 18-19=-25/0 BOT CHORD 2-28=-37/230, 27-28=-184/86, 26-27=0/1272, 25-26=0/1272, 24-25=0/1510, 23-24=0/1510, 22-23=0/1062, 21-22=-803/0, 20-21=-700/89, 18-20=-700/89 WEBS 7-27=-62/98, 11-23=0/556, 13-22=-784/3, 14-22=0/1951, 15-21=-460/15, 16-21=-952/0, 16-20=0/239, 4-28=-401/46, 6-28=-1977/0, 6-27=0/1521, 12-23=-219/185, 12-22=-885/0, 8-25=0/494, 8-27=-1495/0, 10-25=-286/33, 10-23=-609/8, 14-21=-1755/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 18. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011078 WF43 DESIGN T G13 Piggyback Base 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:45 Page: 1 ID:rR1IF?IjnsKncH?Ia4sx8VzPASz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 44-8-12 3-0-8 11-4-4 4-2-10 48-11-6 4-2-10 53-2-0 3-9-7 3-9-7 3-11-15 38-8-12 4-1-11 34-8-13 4-6-5 8-3-12 6-3-13 24-1-10 6-5-9 30-7-2 6-5-9 17-9-13 2-0-0 44-10-8 2-0-4 40-10-11 1-11-12 42-10-8 3-2-4 11-6-0 4-0-14 48-11-6 4-2-10 53-2-0 8-3-12 8-3-12 8-5-1 38-10-8 9-5-11 30-5-6 9-5-11 20-11-11 12-2-0 0-8-7 0-10-12 0-1-11 2-0-0 1-6-13 3-6-13 0-1 -11 3-8-8 8-5-8 12-2-0 Scale = 1:98.8 Plate Offsets (X, Y): [2:0-3-6,0-0-8], [7:0-4-4,0-2-0], [11:0-4-4,0-2-0], [14:0-5-4,0-2-12], [18:0-7-1,Edge], [22:0-8-0,0-2-8], [24:0-5-4,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.16 27-29 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.35 27-29 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.08 22 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 281 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-18:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 8-29,10-25:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 -- 2-4-10, Right 2x6 SPF No.2 -- 2-2-14 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except 2-0-0 oc purlins (3-2-6 max.): 7-11, 14-15. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-29, 6-30, 8-29, 10-27, 10-25 REACTIONS (size) 2=0-3-0, 18=0-3-0, 22=0-3-8, 30=0-3-8 Max Horiz 2=49 (LC 16) Max Uplift 18=-114 (LC 26) Max Grav 2=482 (LC 27), 18=409 (LC 35), 22=2618 (LC 27), 30=2139 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66, 2-31=-388/1, 3-31=-350/8, 3-32=-329/12, 4-32=-230/34, 4-33=-115/76, 5-33=0/121, 5-6=0/281, 6-7=-659/42, 7-34=-501/41, 8-34=-498/41, 8-9=-1445/0, 9-10=-1445/0, 10-35=-1192/0, 11-35=-1195/0, 11-12=-1570/0, 12-13=-984/0, 13-14=-907/0, 14-15=0/1367, 15-16=0/958, 16-17=-185/543, 17-18=-336/523, 18-19=-25/0 BOT CHORD 2-30=-6/253, 29-30=-138/89, 28-29=0/1298, 27-28=0/1298, 26-27=0/1528, 25-26=0/1528, 24-25=0/1086, 23-24=-523/5, 22-23=-564/0, 21-22=-906/0, 20-21=-471/221, 18-20=-471/221 WEBS 7-29=-42/114, 11-25=0/564, 13-24=-356/50, 14-24=0/1354, 14-23=-49/6, 15-21=0/397, 4-30=-397/46, 6-30=-1926/0, 6-29=0/1479, 12-25=-227/177, 12-24=-813/0, 8-27=0/483, 8-29=-1482/0, 10-27=-274/33, 10-25=-622/0, 16-21=-806/0, 16-20=0/192, 15-22=-1048/0, 14-22=-1766/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 18. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011077 WF43 DESIGN T G12 Piggyback Base 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:44 Page: 1 ID:3kKs1mZOhdBDL8_d9rHAI8zPAVD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 1-4-4 -1-4-4 3-2-10 41-11-6 3-0-8 11-4-4 3-9-7 3-9-7 3-11-15 38-8-12 4-1-11 34-8-13 5-9-6 47-8-12 4-6-5 8-3-12 5-5-4 53-2-0 6-3-13 24-1-10 6-5-9 17-9-13 6-5-9 30-7-2 1-1-7 22-1-2 0-2-4 8-6-0 0-1-12 8-7-12 0-1-12 22-2-14 0-5-11 20-11-11 1-5-0 13-11-0 1-0-0 12-6-0 2-10-4 11-6-0 2-7-0 16-6-0 2-8-10 24-11-8 4-0-0 20-6-0 4-0-0 42-10-8 5-0-0 47-10-8 5-3-8 53-2-0 5-5-15 30-5-6 8-3-12 8-3-12 8-5-1 38-10-8 12-2-0 0-8-7 0-10-12 0-1-11 2-0-0 0-6-13 2-6-13 0-1-11 2-8-8 9-5-8 12-2-0 Scale = 1:99.2 Plate Offsets (X, Y): [2:0-3-6,0-0-8], [7:0-4-4,0-2-0], [11:0-4-4,0-2-0], [15:0-4-8,0-2-12], [18:0-7-1,Edge], [21:0-4-0,0-2-8], [22:0-5-4,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.16 25-27 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.76 Vert(CT) -0.35 25-27 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.09 21 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 295 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 22-15,8-27,10-23:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 -- 2-4-10, Right 2x6 SPF No.2 -- 2-11-8 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except 2-0-0 oc purlins (2-11-6 max.): 7-11, 16-22. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-27, 6-28, 8-27, 10-25, 10-23 JOINTS 1 Brace at Jt(s): 27 REACTIONS (size) 2=0-3-0, 18=0-3-0, 21=0-3-8, 28=0-3-8 Max Horiz 2=49 (LC 16) Max Grav 2=456 (LC 31), 18=480 (LC 35), 21=2214 (LC 27), 28=2211 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66, 2-39=-360/35, 3-39=-323/38, 3-40=-303/48, 4-40=-202/88, 4-41=-87/129, 5-41=0/171, 5-6=0/338, 6-7=-651/42, 7-42=-495/42, 8-42=-492/42, 8-9=-1484/0, 9-10=-1484/0, 10-43=-1277/0, 11-43=-1280/0, 11-12=-1673/0, 12-13=-1680/0, 13-44=-1359/0, 14-44=-1605/0, 14-45=-1482/0, 15-45=-1559/0, 15-22=0/1817, 15-16=0/1224, 16-17=-227/353, 17-18=-359/328, 18-19=-25/0 BOT CHORD 2-28=-24/233, 27-28=-172/88, 26-27=0/1322, 25-26=0/1322, 24-25=0/1583, 23-24=0/1583, 22-23=0/1249, 21-22=-789/0, 20-21=-309/208, 18-20=-301/217 WEBS 7-27=-48/108, 11-23=0/635, 14-22=-380/60, 15-21=-1471/0, 16-21=-1126/0, 16-20=0/236, 4-28=-401/46, 6-28=-1996/0, 6-27=0/1536, 8-25=0/532, 8-27=-1538/0, 10-25=-323/30, 10-23=-565/68, 13-23=-397/67, 13-22=-371/16 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) The Fabrication Tolerance at joint 15 = 0% 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011076 WF43 DESIGN T G11 Piggyback Base 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:42 Page: 1 ID:EucK04vSg7LUpNntIGOftfzPAcW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) May 9,2021 5 11 6 427 8 9 43 10 1-0-0 54-2-0 1-4-4 -1-4-4 2-5-4 53-2-0 3-9-6 46-11-6 3-9-6 50-8-12 3-0-8 11-4-4 3-11-15 38-8-12 3-10-11 3-10-11 4-5-4 43-2-0 4-1-11 34-8-13 4-5-1 8-3-12 6-3-13 24-1-10 6-5-9 30-7-2 6-5-9 17-9-13 1-1-7 22-1-2 0-2-4 8-6-0 0-1-12 22-2-14 0-1-12 8-7-12 0-5-11 20-11-11 1-5-0 13-11-0 2-3-8 53-2-0 1-0-0 12-6-0 2-10-4 11-6-0 2-7-0 16-6-0 2-8-10 24-11-8 3-11-2 50-10-8 4-0-0 20-6-0 4-0-14 46-11-6 4-0-0 42-10-8 5-5-15 30-5-6 8-3-12 8-3-12 8-5-1 38-10-8 12-2-0 0-8-7 0-10-12 0-1-8 0-1-11 2-0-0 0-1-8 1-8-5 0-3-11 2-0-0 10-2-0 12-2-0 Scale = 1:99.2 Plate Offsets (X, Y): [2:0-5-8,Edge], [6:0-4-4,0-2-0], [10:0-4-4,0-2-0], [14:0-8-0,0-2-6], [16:0-3-12,0-1-12], [17:Edge,0-6-6], [21:0-3-0,0-3-8], [22:0-5-4,0-3-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.10 23-25 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.18 23-25 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.08 21 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 347 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 22-21,26-24:2x6 SPF No.2, 29-30:2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 22-14,7-27,9-23:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 SLIDER Right 2x4 SPF Stud/No.3 -- 2-3-10 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except 2-0-0 oc purlins (2-9-12 max.): 6-10, 14-16. BOT CHORD Rigid ceiling directly applied or 5-4-10 oc bracing. WEBS 1 Row at midpt 6-27, 5-28, 7-27, 9-25, 9-23 JOINTS 1 Brace at Jt(s): 27 REACTIONS (size) 2=0-3-0, 17=0-3-0, 21=0-3-8, 28=0-3-8 Max Horiz 2=49 (LC 65) Max Grav 2=443 (LC 28), 17=418 (LC 31), 21=2352 (LC 23), 28=2271 (LC 52) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/73, 2-39=-349/119, 39-40=-285/126, 3-40=-166/175, 3-41=-67/220, 4-41=0/261, 4-5=0/428, 5-6=-633/38, 6-42=-481/39, 7-42=-478/39, 7-8=-1513/0, 8-9=-1513/0, 9-43=-1337/0, 10-43=-1339/0, 10-11=-1681/0, 11-12=-1757/0, 12-44=-1864/0, 13-44=-2132/0, 13-14=-2154/0, 14-15=-671/250, 15-45=-669/250, 16-45=-672/249, 16-17=-798/0, 17-18=-18/0 BOT CHORD 2-28=-92/207, 27-28=-247/91, 26-27=0/1338, 25-26=0/1338, 24-25=0/1623, 23-24=0/1623, 22-23=0/1358, 21-22=-1750/0, 21-46=-1203/0, 20-46=-1204/0, 19-20=0/717, 17-19=0/717 WEBS 6-27=-69/82, 10-23=0/685, 13-22=-482/74, 14-22=0/2992, 16-19=0/130, 3-28=-390/50, 5-28=-2006/0, 5-27=0/1542, 12-23=-525/54, 12-22=-100/432, 7-25=0/569, 7-27=-1584/0, 9-25=-360/25, 9-23=-526/138, 14-21=-1456/0, 15-20=-488/18, 14-20=0/1710, 16-20=-430/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) 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) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 lb down and 15 lb up at 51-6-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-6=-60, 6-10=-60, 10-14=-60, 14-16=-60, 16-18=-60, 2-22=-20, 21-22=-20, 17-21=-20 Concentrated Loads (lb) Vert: 19=3 (B), 46=1 (B) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011075 WF43 DESIGN T G10 Piggyback Base Girder 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:41 Page: 1 ID:rS4BGMOsSqfNMBza2PmaLCzPAnW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) May 9,2021 1-9-7 14-2-8 0-1-12 16-10-4 2-6-0 16-8-8 4-0-12 20-11-0 4-0-0 4-3-8 8-1-9 12-5-1 9-8-0 30-7-0 1-8-5 12-2-0 2-0-0 12-2-0 2-0-0 Scale = 1:77.9 Plate Offsets (X, Y): [2:0-2-14,0-2-0], [5:0-3-0,0-2-1], [12:0-3-12,0-2-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.22 11 >999 240 MT20 169/123 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.61 11 >593 180 TCDL 10.0 Rep Stress Incr YES WB 0.72 Horiz(TL) 0.14 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 191 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 5-7,7-8:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-10:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 8-9:2x4 SPF-S 1650F 1.6E, 12-5,12-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-12 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 8-9, 3-14, 5-12 JOINTS 1 Brace at Jt(s): 8, 12 REACTIONS (size) 9= Mechanical, 16=0-3-8 Max Horiz 16=97 (LC 4) Max Uplift 9=-77 (LC 4), 16=-100 (LC 4) Max Grav 9=1263 (LC 1), 16=1358 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-2218/148, 3-4=-1478/105, 4-5=-1341/142, 5-6=-997/154, 6-7=-995/154, 7-8=-995/154, 8-9=-1191/101, 2-16=-1311/141 BOT CHORD 15-16=-54/60, 14-15=-75/1634, 13-14=0/977, 12-13=0/977, 10-12=0/395, 6-12=-644/163, 10-11=0/0, 9-10=-35/0 WEBS 3-15=0/394, 3-14=-794/202, 5-14=0/548, 5-12=-129/78, 9-12=-122/174, 8-12=-6/1328, 2-15=-33/1675 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 16 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 77 lb uplift at joint 9 and 100 lb uplift at joint 16. 9) This truss is designed in accordance with the 2012 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011074 WF43 DESIGN T G08 Piggyback Base 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:41 Page: 1 ID:U5cC72e21DOytkqkktlnLGzPBT4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 1-8-5 12-2-0 12-2-0 Scale = 1:75 Plate Offsets (X, Y): [2:0-2-12,0-1-8], [5:0-2-12,0-3-12], [6:0-6-0,0-4-8], [7:Edge,0-3-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.12 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.25 8-9 >679 180 TCDL 10.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 197 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-7:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-8,6-11,6-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 7-8, 3-12, 5-11, 6-11, 6-8 REACTIONS (size) 8= Mechanical, 11=0-3-8, 15=0-3-8 Max Horiz 15=-209 (LC 4) Max Grav 8=553 (LC 12), 11=1262 (LC 1), 15=724 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-647/8, 3-4=-379/53, 4-5=-274/95, 5-6=-85/136, 6-7=-139/148, 7-8=-187/30, 2-15=-668/0 BOT CHORD 14-15=-51/237, 13-14=0/391, 12-13=0/391, 11-12=-50/225, 10-11=-10/217, 9-10=-10/217, 8-9=-10/217 WEBS 3-14=0/226, 3-12=-381/33, 5-12=0/394, 5-11=-687/0, 6-11=-586/0, 6-9=0/328, 6-8=-378/0, 2-14=0/311 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011073 WF43 DESIGN T G07 Piggyback Base 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:40 Page: 1 ID:I9tm6ru9eAalRC5q5seEqBzPBU2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 4 5 6 7 8 9 10 1-4-4 -1-4-4 3-11-7 16-6-4 2-5-4 2-5-4 4-11-14 7-5-3 5-1-10 12-6-13 6-11-8 23-5-12 7-1-4 30-7-0 0-0-7 0-3-15 0-3-8 0-3-8 0-1-12 14-6-4 1-10-4 16-4-8 1-11-9 2-3-8 1-7-15 14-4-8 2-1-10 7-5-3 2-9-12 23-5-12 3-0-0 5-3-9 4-3-8 20-8-0 5-3-6 12-8-9 7-1-4 30-7-0 1-8-5 12-2-0 1-0-0 12-2-0 1-0-0 Scale = 1:86.7 Plate Offsets (X, Y): [2:0-3-5,0-1-8], [6:0-7-4,0-2-0], [11:Edge,0-1-8], [16:0-2-4,0-2-12], [20:0-1-14,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.06 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.13 11-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 213 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-14,21-23:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 10-11,16-9,12-10:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-16 4-6-0 oc bracing: 14-16 WEBS 1 Row at midpt 10-11, 5-17, 6-16, 9-16, 9-12 REACTIONS (size) 11= Mechanical, 14=0-3-8, 21=0-3-8 Max Horiz 21=-209 (LC 4) Max Grav 11=455 (LC 12), 14=1489 (LC 1), 21=641 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-613/0, 3-4=-509/0, 4-5=-365/0, 5-6=-243/98, 6-7=-28/149, 7-8=-29/149, 8-9=-29/149, 9-10=-214/107, 10-11=-395/0, 2-21=-614/0 BOT CHORD 20-21=-157/255, 19-20=0/448, 18-19=0/447, 17-18=0/311, 16-17=-115/224, 14-16=-1380/0, 7-16=-347/27, 14-15=0/0, 13-14=-16/28, 12-13=-16/28, 11-12=-128/148 WEBS 3-20=-80/115, 3-18=-152/31, 5-18=0/277, 5-17=-420/26, 6-17=0/420, 6-16=-613/0, 12-16=-37/159, 9-16=-504/0, 9-12=-89/125, 10-12=0/259, 2-20=0/476 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 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) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011072 WF43 DESIGN T G06 Piggyback Base 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:40 Page: 1 ID:2umV58NBmy9rnbIZ4KM9b7zPBUj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 6 7 24 8 9 10 1-4-4 -1-4-4 2-5-4 2-5-4 4-2-7 16-6-4 4-10-6 7-3-11 5-0-2 12-3-13 6-11-8 23-5-12 7-1-4 30-7-0 0-0-7 0-3-15 0-3-8 0-3-8 0-1-12 14-6-4 1-10-4 16-4-8 1-11-9 2-3-8 2-2-0 14-4-8 2-9-12 23-5-12 2-10-8 12-2-8 4-3-8 20-8-0 7-1-4 30-7-0 7-0-8 9-4-0 11-11-8 1-8-5 11-9-6 1-0-0 0-2-2 1-0-0 11-9-6 11-9-6 0-2-2 11-11-8 Scale = 1:88.9 Plate Offsets (X, Y): [2:0-2-14,0-2-0], [6:0-4-8,0-0-13], [10:Edge,0-1-8], [16:0-2-4,0-2-12], [19:0-1-14,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.06 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.13 11-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.02 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 204 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-10:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 7-14,20-22:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 10-11,16-9,11-9:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. 1 Row at midpt 7-16 3-10-0 oc bracing: 14-16 WEBS 1 Row at midpt 10-11, 6-16, 9-16, 9-11 REACTIONS (size) 11= Mechanical, 14=0-3-8, 20=0-3-8 Max Horiz 20=-201 (LC 6) Max Grav 11=868 (LC 19), 14=1869 (LC 19), 20=936 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-996/0, 3-4=-842/0, 4-23=-542/3, 5-23=-523/9, 5-6=-676/71, 6-7=-51/159, 7-24=-51/157, 8-24=-51/157, 8-9=-51/157, 9-10=-132/140, 10-11=-331/28, 2-20=-912/0 BOT CHORD 19-20=-148/248, 18-19=0/759, 17-18=-91/214, 16-17=-91/214, 14-16=-1758/0, 7-16=-679/29, 14-15=0/0, 13-14=-37/12, 12-13=-37/12, 11-12=-34/298 WEBS 3-19=-112/126, 3-18=-246/18, 5-18=-533/71, 6-18=0/774, 6-16=-835/0, 12-16=0/315, 9-16=-657/0, 9-12=0/291, 9-11=-556/0, 2-19=0/802 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011071 WF43 DESIGN T G05 Half Hip 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:39 Page: 1 ID:OEPrkzCLc9xcehOwuS7P9gzPBWE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 6 25 7 8 9 10 1-4-4 -1-4-4 2-5-4 2-5-4 3-8-0 6-1-4 3-9-12 9-11-0 6-7-4 16-6-4 6-11-8 23-5-12 7-1-4 30-7-0 0-0-7 0-3-15 0-3-8 0-3-8 0-1-12 14-6-4 1-10-4 16-4-8 1-11-9 2-3-8 2-9-12 23-5-12 3-3-12 9-9-4 4-2-0 6-5-8 4-3-8 20-8-0 4-7-4 14-4-8 7-1-4 30-7-0 9-11-8 1-8-5 9-9-6 1-0-0 0-2-2 1-0-0 9-9-6 9-9-6 0-2-2 9-11-8 Scale = 1:79.4 Plate Offsets (X, Y): [2:0-3-5,0-1-8], [5:0-2-4,Edge], [6:0-3-0,0-2-1], [14:0-3-8,Edge], [16:0-2-4,0-2-12], [19:0-5-4,0-2-8], [19:0-1-14,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.07 17-19 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.42 Vert(CT) -0.15 17-19 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.02 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 188 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-10:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 7-14,20-22:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. 1 Row at midpt 7-16 3-7-0 oc bracing: 14-16 WEBS 1 Row at midpt 10-11, 6-16, 9-16, 9-12 REACTIONS (size) 11= Mechanical, 14=0-3-8, 20=0-3-8 Max Horiz 20=-161 (LC 6) Max Grav 11=786 (LC 19), 14=2156 (LC 19), 20=1028 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=0/72, 2-23=0/96, 2-3=-1045/0, 3-24=-1074/0, 4-24=-834/0, 4-5=-557/0, 5-6=-544/25, 6-25=-2/199, 7-25=-3/193, 7-8=-1/202, 8-9=-1/202, 9-10=-337/71, 10-11=-724/0, 2-20=-1013/0 BOT CHORD 19-20=-118/202, 18-19=0/569, 17-18=0/569, 16-17=0/297, 14-16=-2045/0, 7-16=-832/34, 14-15=0/0, 13-14=-18/14, 12-13=-18/14, 11-12=-100/118 WEBS 3-19=-312/42, 4-19=-4/302, 6-17=0/538, 6-16=-741/0, 12-16=0/286, 9-16=-786/0, 9-12=-279/114, 10-12=0/479, 2-19=0/758, 4-17=-460/51 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011070 WF43 DESIGN T G04 Half Hip 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:38 Page: 1 ID:T1bFtV?hQFTmB6aCgFL4?JzPC7E-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 23 26 2 13 32 39 3 4 5 33 6 7 34 35 36 8 11 37 38 12 9 10 1-4-4 45-8-12 1-4-4 -1-4-4 2-11-0 29-2-8 2-4-13 31-7-5 2-4-13 26-3-9 2-5-4 2-5-4 4-5-2 11-11-6 4-6-14 16-6-4 5-3-0 36-10-5 5-0-15 7-6-4 7-4-8 23-10-12 7-6-4 44-4-8 0-0-7 0-3-15 0-3-8 0-3-8 0-5-4 2-3-8 0-10-15 7-4-8 0-1-12 14-6-4 1-0-1 31-5-9 1-6-5 1-10-4 1-9-0 24-0-8 1-10-4 16-4-8 4-2-0 6-5-8 5-6-8 37-0-1 5-11-0 22-3-8 6-5-0 30-5-8 7-0-1 14-4-8 7-4-8 44-4-8 9-11-8 1-8-5 1-0-0 0-2-2 0-2-2 1-0-0 7-9-6 7-9-6 0-2-2 7-11-8 1-9-14 9-9-6 0-2-2 9-11-8 Scale = 1:89 Plate Offsets (X, Y): [2:0-3-0,0-1-8], [4:0-3-0,0-2-1], [8:0-4-8,0-1-14], [9:0-3-0,0-2-1], [10:0-3-0,0-2-1], [11:0-4-8,0-1-14], [12:0-3-0,0-2-1], [13:0-5-12,0-1-8], [23:0-4-0,0-2-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.17 23-24 >999 240 MT20 169/123 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.76 Vert(CT) -0.35 23-24 >565 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.03 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 276 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-4,12-14:2x4 SPF-S 1650F 1.6E, 4-6,6-8:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-21,29-31:2x4 SPF Stud/No.3, 22-20:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud/No.3 *Except* 15-13:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-15 max.): 4-8, 9-10, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-24,19-21. 2-6-0 oc bracing: 21-23 WEBS 1 Row at midpt 8-23, 9-19, 11-17, 5-23 REACTIONS (size) 15=0-3-8, 21=0-3-8, 27=0-3-8 Max Horiz 27=-2 (LC 13) Max Grav 15=1475 (LC 28), 21=3040 (LC 27), 27=879 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-32=-782/0, 3-32=-638/0, 3-4=-569/0, 4-5=-303/18, 5-33=0/642, 6-33=0/642, 6-7=0/642, 7-34=0/633, 34-35=0/637, 35-36=0/643, 8-36=0/644, 8-9=-863/38, 9-10=-861/15, 10-11=-1320/3, 11-37=-1020/0, 37-38=-1020/0, 12-38=-1020/0, 12-39=-1054/0, 13-39=-1321/0, 13-14=0/118, 2-27=-833/0, 13-15=-1405/0 BOT CHORD 26-27=-63/28, 25-26=0/578, 24-25=0/578, 23-24=-157/87, 21-23=-2921/0, 7-23=-843/30, 21-22=0/0, 20-21=-52/0, 19-20=-52/0, 18-19=0/613, 17-18=0/613, 16-17=0/814, 15-16=-9/360 WEBS 3-26=-113/31, 3-24=-351/41, 4-24=-170/47, 19-23=0/623, 8-23=-1646/0, 8-19=0/280, 9-19=-203/90, 9-17=0/529, 10-17=0/648, 11-17=-1169/8, 12-17=0/331, 12-16=-20/182, 2-26=0/630, 13-16=0/723, 5-24=0/606, 5-23=-1008/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011069 WF43 DESIGN T G03 Roof Special 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:37 Page: 1 ID:tS3zz1OGkOjekgveOpSu6GzPC9J-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 2-4-13 23-10-12 2-8-2 5-1-7 2-5-4 2-5-4 4-11-11 21-5-15 5-3-0 39-3-2 5-7-9 10-9-0 5-9-5 16-6-4 7-8-9 31-7-5 5-1-7 44-4-8 0-0-7 0-3-15 0-3-8 0-3-8 0-11-5 22-3-8 0-1-12 14-6-4 1-2-6 6-5-8 1-3-9 31-9-1 1-5-8 23-9-0 1-10-4 16-4-8 1-11-9 2-3-8 2-4-13 34-1-14 2-11-10 5-3-3 3-7-9 14-4-8 4-3-7 10-9-0 4-11-11 44-4-8 4-11-11 21-4-3 5-3-0 39-4-14 6-8-9 30-5-8 7-11-8 1-8- 5 1-0-0 0-2-2 0-2-2 1-0-0 5-9-6 5-9-6 0-2-2 5-11-8 1-9-14 7-9-6 0-2-2 7-11-8 Scale = 1:83.9 Plate Offsets (X, Y): [2:0-2-14,0-2-0], [4:0-2-12,Edge], [8:0-6-0,0-1-14], [9:0-3-0,0-2-1], [10:0-5-7,Edge], [11:0-6-0,0-1-14], [12:0-3-0,0-2-1], [13:0-2-12,0-1-8], [25:0-5-8,0-4-0], [29:0-1-14,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.10 18-20 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.22 18-20 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.04 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 254 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 9-10:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-23,30-32:2x4 SPF Stud/No.3, 24-21:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 4-8, 9-10, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26,22-23,15-16. 2-8-0 oc bracing: 23-25 WEBS 1 Row at midpt 8-25, 10-20 REACTIONS (size) 15=0-3-8, 23=0-3-8, 30=0-3-8 Max Horiz 30=1 (LC 6) Max Grav 15=1361 (LC 28), 23=3028 (LC 27), 30=825 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-33=0/47, 2-33=0/112, 2-3=-681/0, 3-4=-630/0, 4-5=-455/20, 5-6=-450/19, 6-7=-450/19, 7-34=0/685, 8-34=0/691, 8-9=-1038/4, 9-35=-815/14, 35-36=-815/14, 36-37=-815/14, 37-38=-815/14, 10-38=-815/14, 10-11=-1616/0, 11-39=-984/0, 12-39=-984/0, 12-13=-1328/0, 13-40=0/112, 14-40=0/47, 2-30=-790/0, 13-15=-1317/0 BOT CHORD 29-30=-42/25, 28-29=0/457, 27-28=0/494, 26-27=0/494, 25-26=-700/13, 23-25=-2921/0, 7-25=-1557/0, 23-24=0/0, 22-23=-28/0, 21-22=0/642, 20-21=0/642, 19-20=0/1232, 18-19=0/1232, 17-18=0/1560, 16-17=0/1561, 15-16=-17/109 WEBS 3-29=-77/18, 3-28=-154/48, 4-28=0/203, 4-26=-257/0, 5-26=-713/27, 7-26=0/1442, 22-25=0/671, 8-25=-1768/0, 8-22=-147/0, 8-20=0/460, 9-20=0/240, 10-20=-580/0, 10-18=0/902, 11-18=-826/0, 11-17=0/77, 11-16=-828/0, 12-16=0/413, 2-29=0/485, 13-16=0/1016 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011068 WF43 DESIGN T G02 Roof Special 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:35 Page: 1 ID:?cdknv_ZEs_8huftd4RmujzPCF_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 NAILED NAILEDNAILED NAILED NAILED NAILEDNAILEDNAILEDNAILED NAILED NAILED Special 48 28 27 43 44 45 26 46 47 25 24 2349 2221 50 51 20 5219 53 18 5147 55 16 15 1 14 2 13 3 29 30 4 31 32 33 5 6 34 7 11 42 12 35 41 8 36 37 938 39 40 10 1-4-4 45-8-12 1-4-4 -1-4-4 2-4-13 36-4-15 2-4-13 21-5-15 2-8-10 2-8-10 2-8-10 44-4-8 5-3-0 41-7-14 5-3-12 8-0-6 5-5-8 13-5-14 5-7-4 19-1-2 6-3-1 27-9-1 6-3-1 34-0-2 2-1-5 36-3-3 2-4-13 21-4-3 2-5-2 18-11-6 2-6-14 2-6-14 2-6-14 44-4-8 5-6-8 41-9-10 6-4-13 27-9-1 6-4-13 34-1-14 6-10-13 16-6-4 7-0-9 9-7-7 5-11-8 1-8-5 0-2-2 0-2-2 3-9-6 3-9-6 0-2-2 3-11-8 1-9-14 5-9-6 0-2-2 5-11-8 Scale = 1:82.1 Plate Offsets (X, Y): [2:0-2-14,0-2-0], [3:0-3-0,0-2-1], [7:0-6-0,0-1-14], [8:0-3-0,0-2-1], [10:0-3-0,0-2-1], [11:0-5-0,0-1-14], [12:0-3-0,0-2-1], [13:0-2-14,0-2-0], [18:0-3-0,0-4-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.06 18-20 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.10 18-20 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 476 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7, 8-10, 11-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 15=0-3-8, 24=0-3-8, 28=0-3-8 Max Uplift 15=-148 (LC 15), 24=-313 (LC 15), 28=-36 (LC 15) Max Grav 15=1772 (LC 44), 24=3966 (LC 44), 28=658 (LC 44) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-580/79, 3-29=-463/62, 29-30=-463/62, 4-30=-467/62, 4-31=-289/175, 31-32=-289/175, 32-33=-289/175, 5-33=-289/175, 5-6=-289/175, 6-34=-137/1841, 7-34=-137/1846, 7-35=-1027/133, 8-35=-931/123, 8-36=-2229/224, 36-37=-2230/223, 9-37=-2234/223, 9-38=-2234/223, 38-39=-2233/223, 39-40=-2230/223, 10-40=-2229/224, 10-41=-2887/293, 11-41=-2984/304, 11-42=-1255/138, 12-42=-1255/138, 12-13=-1619/175, 13-14=0/112, 2-28=-665/48, 13-15=-1773/158 BOT CHORD 27-28=-46/17, 27-43=-42/546, 43-44=-42/546, 44-45=-42/546, 26-45=-42/546, 26-46=-679/113, 46-47=-679/113, 25-47=-679/113, 25-48=-679/113, 24-48=-679/113, 23-24=-207/49, 23-49=-201/49, 22-49=-201/49, 21-22=-201/49, 21-50=-49/723, 50-51=-49/723, 20-51=-49/723, 20-52=-150/2165, 19-52=-150/2165, 19-53=-150/2165, 18-53=-150/2165, 18-54=-243/2957, 17-54=-243/2957, 17-55=-243/2956, 16-55=-243/2956, 15-16=-44/22 WEBS 3-27=-78/83, 7-24=-2809/271, 7-23=-149/0, 7-21=-91/1646, 8-21=-1069/72, 8-20=-151/1920, 9-20=-1011/92, 10-20=-87/47, 10-18=-147/1438, 11-18=-1383/166, 11-17=-3/83, 11-16=-2067/191, 12-16=-61/574, 2-27=-38/508, 13-16=-121/1440, 4-26=-665/71, 4-27=-184/173, 6-26=-104/1152, 6-24=-1908/147 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 28, 313 lb uplift at joint 24 and 148 lb uplift at joint 15. Job Truss Truss Type Qty Ply WF43 DESIGN T I46011067 WF43 DESIGN T G01 Roof Special Girder 1 2 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:34 Page: 1 ID:rCdAMlJDLmz0kCfA5dUsa7zPAai-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 May 9,2021 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Right: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9 REACTIONS (size) 6=0-3-8, 10=0-3-8 Max Horiz 10=147 (LC 4) Max Grav 6=741 (LC 10), 10=727 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-361/92, 2-3=-822/69, 3-4=-641/0, 4-5=-751/0, 5-6=-890/0, 1-10=-760/0 BOT CHORD 9-10=-55/54, 8-9=0/242, 7-8=0/242, 6-7=0/605 WEBS 1-9=0/479, 2-9=-353/0, 2-7=0/680, 3-7=-302/70, 5-7=-200/51 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011066 WF43 DESIGN T E07 Common 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:29 Page: 1 ID:mVsnNZjaUphEVp_ya3FSfOzPCTX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 9-10-6 9-10-6 0-2-2 10-0-8 Scale = 1:65.2 Plate Offsets (X, Y): [1:0-3-0,0-1-12], [2:0-4-8,0-0-13], [3:0-3-0,0-2-1], [6:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.05 6-8 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.43 Vert(TL) -0.10 6-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.77 Horiz(TL) 0.02 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Right: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 3-9, 1-12 REACTIONS (size) 6=0-3-8, 12=0-3-8 Max Horiz 12=-29 (LC 6) Max Uplift 6=-69 (LC 6), 12=-47 (LC 6) Max Grav 6=1140 (LC 18), 12=1038 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-570/147, 2-13=-415/159, 2-14=-532/156, 3-14=-532/156, 3-15=-632/148, 4-15=-645/130, 4-5=-838/110, 5-16=-1256/78, 6-16=-1403/42, 6-7=0/34, 1-12=-1003/83 BOT CHORD 11-12=-66/116, 10-11=0/310, 9-10=0/310, 8-9=0/934, 6-8=0/934 WEBS 1-11=0/619, 2-11=-475/0, 2-9=-20/495, 3-9=-11/122, 5-9=-682/129, 5-8=0/253 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 12 and 69 lb uplift at joint 6. 8) This truss is designed in accordance with the 2012 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011065 WF43 DESIGN T E06 Hip 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:29 Page: 1 ID:SpJ?46ct8Y5ISgyGBkbtx_zPCUz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Right: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10 REACTIONS (size) 5=0-3-8, 10=0-3-8 Max Horiz 10=147 (LC 6) Max Grav 5=1146 (LC 20), 10=889 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-270/85, 2-11=-542/17, 11-12=-542/17, 3-12=-542/17, 3-4=-869/0, 4-13=-957/0, 5-13=-1235/0, 5-6=0/39, 1-10=-896/0 BOT CHORD 9-10=-57/61, 8-9=-2/208, 7-8=-2/208, 5-7=0/835 WEBS 2-9=-791/0, 2-7=0/549, 3-7=-93/174, 1-9=0/902, 4-7=-419/59 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011064 WF43 DESIGN T E05 Hip 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:27 Page: 1 ID:SGF8xUCY95p7NSLkCb_vZpzPCVV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 89 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-2:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Right: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9 REACTIONS (size) 5=0-3-8, 9=0-3-8 Max Horiz 9=127 (LC 6) Max Grav 5=822 (LC 10), 9=922 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-385/18, 1-10=-88/74, 10-11=-86/74, 2-11=-86/75, 2-3=-692/3, 3-12=-726/0, 4-12=-744/0, 4-5=-942/0, 5-6=0/34 BOT CHORD 8-9=0/569, 7-8=0/569, 5-7=0/665 WEBS 2-9=-734/0, 2-7=-408/54, 3-7=0/710, 4-7=-285/60 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011063 WF43 DESIGN T E04 Roof Special 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:26 Page: 1 ID:sItQQtq5SavW9hUntawdoHzPCW_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 5-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=0-3-8, 5=0-3-8 Max Horiz 1=-10 (LC 13) Max Grav 1=733 (LC 11), 5=784 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-870/0, 2-3=-704/0, 3-4=-703/0, 4-5=-870/0, 5-6=0/52 BOT CHORD 1-7=0/599, 5-7=0/596 WEBS 3-7=0/545, 2-7=-254/62, 4-7=-250/59 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011062 WF43 DESIGN T E03 Common 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:24 Page: 1 ID:V3Y6pMZIep8eWIoYbzXTvezPCWK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 Right: 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=0-3-8, 4=0-3-8 Max Horiz 1=-10 (LC 16) Max Grav 1=1009 (LC 23), 4=1150 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-1171/0, 9-10=-925/0, 2-10=-750/0, 2-3=-685/0, 3-11=-755/0, 11-12=-918/0, 4-12=-1175/0, 4-5=0/61 BOT CHORD 1-8=0/694, 7-8=0/690, 6-7=0/690, 4-6=0/689 WEBS 2-8=0/249, 2-6=-133/127, 3-6=0/248 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011061 WF43 DESIGN T E02 Hip 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:23 Page: 1 ID:mvdCuBz313A?rQRQ30hHEWzPCZg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.09 7-9 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 158 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=0-3-8, 5=0-3-8 Max Horiz 1=-11 (LC 31) Max Grav 1=1153 (LC 27), 5=1239 (LC 28) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-1600/0, 2-10=-1522/0, 2-11=-1151/0, 11-12=-1151/0, 12-13=-1154/0, 3-13=-1155/0, 3-14=-1153/0, 14-15=-1149/0, 4-15=-1148/0, 4-16=-1524/0, 5-16=-1602/0, 5-6=0/67 BOT CHORD 1-17=0/1149, 9-17=0/1149, 8-9=0/1621, 8-18=0/1621, 18-19=0/1621, 19-20=0/1621, 7-20=0/1621, 7-21=0/1147, 5-21=0/1147 WEBS 2-9=0/646, 4-7=0/652, 3-7=-617/61, 3-9=-615/60 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) 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) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 1-5=-20 Concentrated Loads (lb) Vert: 2=-32 (B), 4=-32 (B), 8=-14 (B), 9=-14 (B), 7=-14 (B), 10=-42 (B), 11=-32 (B), 13=-32 (B), 14=-32 (B), 15=-32 (B), 16=-42 (B), 17=-76 (B), 18=-14 (B), 19=-14 (B), 20=-14 (B), 21=-76 (B) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011060 WF43 DESIGN T E01 Hip Girder 1 2 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:22 Page: 1 ID:3nbiVCTnNfLBGj4Iy7wvO9zPCZ1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Scale = 1:63.2 Plate Offsets (X, Y): [1:0-3-4,0-1-8], [5:0-3-4,0-1-8], [7:0-6-4,0-5-12], [8:0-6-4,0-5-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.14 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.26 7-8 >702 180 TCDL 10.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.16 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 260 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.2 *Except* 8-7:2x10 SP 2250F 1.9E WEBS 2x4 SPF No.2 *Except* 7-4,8-2,9-1,6-5:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 6=0-3-8, 9=0-3-8 Max Grav 6=4406 (LC 1), 9=5504 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-7227/0, 2-3=-7137/0, 3-4=-6327/0, 4-5=-6407/0, 1-9=-4563/0, 5-6=-4048/0 BOT CHORD 9-10=-310/0, 10-11=0/355, 8-11=0/1027, 8-12=0/2487, 12-13=0/2487, 13-14=0/2487, 7-14=0/2487, 7-15=0/505, 15-16=0/201, 6-16=-99/0 WEBS 3-7=0/4466, 4-7=-232/157, 3-8=0/5786, 2-8=-216/167, 1-8=0/4953, 5-7=0/4419 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 0-6-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-5-0 oc. Web 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 Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 5-10-4 from the left end to 9-8-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1481 lb down at 1-10-4, 1481 lb down at 3-10-4, and 642 lb down at 11-8-12, and 642 lb down at 13-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-5=-60, 8-9=-20, 7-8=-20, 6-7=-20 Concentrated Loads (lb) Vert: 10=-1481 (F), 11=-1481 (F), 12=-1481 (F), 13=-1481 (F), 14=-1481 (F), 15=-642 (F), 16=-642 (F) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011059 WF43 DESIGN T D04 Roof Special Girder 1 2 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:21 Page: 1 ID:3Ulz2It3QBWaZXy1A6Mb1?zPA2P-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.04 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 84 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6= Mechanical, 9=0-3-8 Max Grav 6=635 (LC 10), 9=635 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-793/0, 2-3=-870/32, 3-4=-870/32, 4-5=-793/0, 1-9=-607/0, 5-6=-607/0 BOT CHORD 8-9=-6/69, 7-8=0/311, 6-7=-6/69 WEBS 3-7=-10/526, 4-7=-323/91, 3-8=-10/526, 2-8=-323/91, 1-8=0/468, 5-7=0/468 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011058 WF43 DESIGN T D03 Roof Special 5 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:21 Page: 1 ID:lkPoMhKl3H1IXW2H5SFOjqzPCbo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Scale = 1:58.8 Plate Offsets (X, Y): [2:0-3-7,0-1-8], [6:0-3-7,0-1-8], [9:0-5-4,0-2-8], [10:0-5-4,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.08 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.17 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 88 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 8=0-3-8, 11=0-3-8 Max Grav 8=702 (LC 1), 11=702 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-787/0, 3-4=-852/18, 4-5=-852/18, 5-6=-787/0, 6-7=0/106, 2-11=-674/0, 6-8=-674/0 BOT CHORD 10-11=-38/66, 9-10=0/303, 8-9=-38/66 WEBS 4-9=0/509, 5-9=-306/85, 4-10=0/509, 3-10=-306/85, 2-10=0/459, 6-9=0/459 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 11, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011057 WF43 DESIGN T D02 Roof Special 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:21 Page: 1 ID:2FglSRf8Xb2IK7By_xyoW2zPCpZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 15-7-0 4-0-0 4-3-8 4-0-0 15-3-8 7-0-0 11-3-8 1-11-0 9-8-8 2-0-0 Scale = 1:60.7 Plate Offsets (X, Y): [2:0-3-7,0-1-8], [14:0-3-7,0-1-8], [18:0-5-12,0-2-8], [24:0-5-12,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.05 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 133 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 27, 31 REACTIONS (size) 16=15-7-0, 17=15-7-0, 18=15-7-0, 19=15-7-0, 20=15-7-0, 21=15-7-0, 22=15-7-0, 23=15-7-0, 24=15-7-0, 25=15-7-0, 26=15-7-0 Max Uplift 16=-26 (LC 9), 19=-2 (LC 10), 21=-11 (LC 9), 23=-4 (LC 10), 26=-26 (LC 9) Max Grav 16=189 (LC 6), 17=155 (LC 8), 18=213 (LC 8), 19=99 (LC 8), 20=124 (LC 8), 21=67 (LC 1), 22=117 (LC 8), 23=101 (LC 8), 24=212 (LC 8), 25=155 (LC 8), 26=190 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-57/58, 3-4=-2/53, 4-5=-39/36, 5-6=-38/43, 6-7=-69/72, 7-8=-94/96, 8-9=-87/89, 9-10=-66/72, 10-11=-37/44, 11-12=-39/36, 12-13=-2/56, 13-14=-55/60, 14-15=0/106, 2-26=-189/25, 14-16=-188/25 BOT CHORD 25-26=-29/28, 24-25=-52/31, 23-24=-87/111, 22-23=-87/111, 21-22=-87/111, 20-21=-86/110, 19-20=-86/110, 18-19=-86/110, 17-18=-52/31, 16-17=-29/28 WEBS 8-31=-29/15, 31-32=-33/13, 18-32=-20/10, 11-18=-24/2, 24-28=-19/11, 27-28=-31/16, 8-27=-34/21, 5-24=-24/2, 2-30=-70/80, 29-30=-78/82, 24-29=-70/80, 18-33=-71/80, 33-34=-79/82, 14-34=-71/80, 8-21=-51/27, 7-27=-92/19, 22-27=-89/12, 6-28=-76/26, 23-28=-82/15, 4-24=-125/34, 3-29=-93/22, 25-30=-100/22, 9-31=-100/8, 20-31=-96/8, 10-32=-72/24, 19-32=-79/14, 12-18=-125/34, 13-33=-93/22, 17-34=-100/22 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 26, 26 lb uplift at joint 16, 11 lb uplift at joint 21, 4 lb uplift at joint 23 and 2 lb uplift at joint 19. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 24, 18, 21, 22, 23, 25, 20, 19, 17. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011056 WF43 DESIGN T D01 Roof Special Structural Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:20 Page: 1 ID:V5esq4kb?lnp?7k4XcLjJ1zPD9Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 8-3-14 8-3-14 28-0-0 8-9-0 1-8-5 0-2-2 8-6-14 8-6-14 0-2-2 8-9-0 Scale = 1:63.2 Plate Offsets (X, Y): [2:0-3-8,0-2-0], [3:0-3-7,Edge], [5:0-3-7,Edge], [6:0-3-8,0-2-0], [9:0-3-8,0-7-0], [11:0-5-0,0-6-8], [13:0-3-8,0-7-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.09 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.14 11-13 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.02 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 445 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2250F 1.9E WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-3 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 8=0-3-8, 14=0-3-8 Max Grav 8=3558 (LC 19), 14=5287 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-769/0, 2-15=-601/0, 2-3=-5329/0, 3-16=-4978/0, 4-16=-4978/0, 4-17=-4978/0, 5-17=-4978/0, 5-6=-4153/0, 6-18=-365/4, 7-18=-531/0, 1-14=-631/0, 7-8=-471/0 BOT CHORD 14-19=0/3692, 19-20=0/3692, 20-21=0/3692, 21-22=0/3692, 13-22=0/3692, 13-23=0/4082, 12-23=0/4082, 12-24=0/4082, 24-25=0/4082, 25-26=0/4082, 11-26=0/4082, 10-11=0/3206, 9-10=0/3206, 8-9=0/2896 WEBS 3-13=0/1939, 3-11=0/1583, 4-11=-850/10, 5-11=0/3137, 5-9=-287/63, 2-14=-4888/0, 2-13=0/757, 6-9=0/584, 6-8=-3947/0 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: 2x10 - 2 rows staggered at 0-4-0 oc. Web 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 Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) 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) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-4 from the left end to 13-0-4 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong-Tie HHUS28-2 (22-10d Girder, 4-10d Truss) or equivalent at 13-8-0 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 19=-473 (F), 20=-472 (F), 21=-472 (F), 22=-472 (F), 23=-472 (F), 24=-472 (F), 25=-472 (F), 26=-2698 (F) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011055 WF43 DESIGN T C05 Half Hip Girder 1 2 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:20 Page: 1 ID:qnn?qQuRQbq5vnFAg?DmbczP9rT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 6-7-8 9-2-8 Scale = 1:69.1 Plate Offsets (X, Y): [1:0-3-7,Edge], [6:0-4-0,0-2-0], [8:0-3-0,0-4-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.07 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.96 Vert(CT) -0.15 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 153 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6=0-3-8, 9= Mechanical Max Horiz 9=8 (LC 4) Max Grav 6=3809 (LC 1), 9=2718 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1693/0, 2-3=-1701/0, 3-4=-418/83, 1-9=-1707/0, 4-6=-475/183 BOT CHORD 9-10=0/128, 10-11=0/128, 11-12=0/128, 8-12=0/128, 7-8=0/1106, 7-13=0/432, 13-14=0/432, 14-15=0/432, 6-15=0/432, 5-6=0/0 WEBS 2-8=0/1850, 3-6=-1532/0, 1-8=0/1063, 3-7=0/737 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web 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 Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 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) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-4 from the left end to 13-6-4 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 5-9=-20 Concentrated Loads (lb) Vert: 6=-1246 (B), 10=-767 (B), 11=-848 (B), 12=-435 (B), 13=-435 (B), 14=-533 (B), 15=-1243 (B) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011054 WF43 DESIGN T C04 Common Girder 1 2 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:19 Page: 1 ID:O_yqqM7iV5FG0i4WxgqiObzPBJQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 2-11-0 4-3-9 Scale = 1:53.4 Plate Offsets (X, Y): [7:0-5-4,0-2-8], [8:0-5-4,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.02 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.13 Vert(TL) -0.07 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL) 0.12 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 71 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 10= Mechanical, 11=0-3-8 Max Uplift 10=-36 (LC 4), 11=-36 (LC 4) Max Grav 10=543 (LC 10), 11=543 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-853/0, 2-3=-889/69, 3-4=-889/69, 4-5=-853/0, 9-10=-543/36, 1-9=-502/21, 6-11=-543/36, 5-6=-502/21 BOT CHORD 8-9=-48/94, 7-8=0/328, 6-7=-48/94 WEBS 3-7=-51/611, 4-7=-324/196, 3-8=-51/611, 2-8=-324/196, 1-8=0/535, 5-7=0/535 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 10 and 36 lb uplift at joint 11. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011053 WF43 DESIGN T C03 Roof Special 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:19 Page: 1 ID:V0X9Zpvx0rDSrgY0YK7nZhzPDAU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 9,2021 2-11-0 4-3-9 Scale = 1:53.4 Plate Offsets (X, Y): [1:0-3-7,Edge], [5:0-3-7,Edge], [7:0-5-4,0-2-8], [8:0-5-4,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.02 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.05 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.08 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 70 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6=0-3-8, 10= Mechanical Max Horiz 10=30 (LC 4) Max Grav 6=519 (LC 7), 10=518 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-853/0, 2-3=-878/0, 3-4=-877/0, 4-5=-853/0, 9-10=-518/0, 1-9=-500/0, 5-6=-497/0 BOT CHORD 8-9=-12/94, 7-8=0/328, 6-7=-15/91 WEBS 3-7=0/602, 4-7=-292/87, 3-8=0/605, 2-8=-292/87, 1-8=0/535, 5-7=0/537 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011052 WF43 DESIGN T C02 Roof Special 5 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:18 Page: 1 ID:fWXlTipsSulMQh4Wij?RNVzPDBv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 9,2021 1-11-0 8-2-8 3-3-9 Scale = 1:54.3 Plate Offsets (X, Y): [15:0-5-8,0-2-12], [17:0-5-8,0-2-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.11 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 88 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 14=12-7-0, 15=12-7-0, 16=12-7-0, 17=12-7-0, 18=12-7-0 Max Horiz 18=-7 (LC 9) Max Uplift 14=-36 (LC 10), 18=-34 (LC 10) Max Grav 14=246 (LC 6), 15=306 (LC 8), 16=116 (LC 1), 17=311 (LC 8), 18=209 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/75, 2-3=-72/40, 3-4=0/64, 4-5=-94/62, 5-6=-78/57, 6-7=-69/74, 7-8=-67/68, 8-9=-81/56, 9-10=-93/63, 10-11=0/67, 11-12=-73/40, 12-13=0/106, 2-18=-187/37, 12-14=-213/43 BOT CHORD 17-18=-28/77, 16-17=-79/100, 15-16=-79/98, 14-15=-51/73 WEBS 7-21=-15/10, 15-21=-14/5, 9-15=-38/16, 17-19=-19/5, 7-19=-28/11, 5-17=-17/15, 2-20=-96/73, 17-20=-80/68, 15-22=-75/70, 12-22=-90/75, 7-16=-78/5, 6-19=-7/11, 4-17=-215/58, 3-20=-54/15, 8-21=-6/4, 10-15=-206/56, 11-22=-51/14 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-2-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 18 and 36 lb uplift at joint 14. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 17, 15, 16. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011051 WF43 DESIGN T C01 Roof Special Structural Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:17 Page: 1 ID:xEHrWDfGpinrX5KGeGo90SzPDDO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 TCDL 10.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 153 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 7=0-3-8, 9=0-3-8 Max Horiz 9=-67 (LC 6) Max Uplift 9=-9 (LC 15) Max Grav 7=1290 (LC 20), 9=909 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-699/32, 3-10=-498/33, 10-11=-498/33, 4-11=-502/33, 4-12=-58/78, 12-13=-58/78, 5-13=-58/78, 5-6=-161/0, 2-9=-936/0 BOT CHORD 8-9=-58/83, 8-14=0/513, 14-15=0/513, 15-16=0/513, 16-17=0/513, 7-17=0/513, 6-7=-52/72 WEBS 3-8=0/204, 4-8=-138/98, 4-7=-915/65, 5-7=-229/84, 2-8=0/535 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 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) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down and 110 lb up at 3-1-12 on top chord, and 90 lb down and 27 lb up at 3-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=-48 (F), 6=-35 (F), 8=-35 (F), 5=-73 (F), 10=-36 (F), 11=-36 (F), 12=-47 (F), 13=-47 (F), 14=-20 (F), 15=-20 (F), 16=-26 (F), 17=-26 (F) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011050 WF43 DESIGN T B06 Half Hip Girder 1 2 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:16 Page: 1 ID:s6Z2ZK?uOQBwlR4AJnMpeHzPDGp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 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 (4-7-8 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS (size) 6=0-3-8, 8=0-3-8 Max Horiz 8=41 (LC 6) Max Uplift 6=-72 (LC 6), 8=-39 (LC 6) Max Grav 6=966 (LC 16), 8=826 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=0/68, 2-9=0/129, 2-3=-561/70, 3-10=-61/97, 4-10=-62/91, 4-5=-85/0, 2-8=-792/56 BOT CHORD 7-8=-32/57, 6-7=0/300, 5-6=-70/82 WEBS 3-7=0/197, 3-6=-524/33, 4-6=-499/79, 2-7=0/329 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 8 and 72 lb uplift at joint 6. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011049 WF43 DESIGN T B05 Half Hip 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:16 Page: 1 ID:gApcY8F??MNjJvLGhlFG7CzPDHn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 2.0E 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 (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS (size) 6=0-5-8, 8=0-3-8 Max Horiz 8=-144 (LC 6) Max Grav 6=889 (LC 16), 8=909 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-9=-628/0, 3-9=-363/36, 3-10=-95/119, 4-10=-96/118, 4-5=-81/62, 2-8=-850/0 BOT CHORD 7-8=-29/186, 6-7=0/234, 5-6=-98/114 WEBS 3-7=0/234, 3-6=-482/0, 4-6=-415/0, 2-7=-27/195 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint 2 = 8% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011048 WF43 DESIGN T B04 Half Hip 2 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:15 Page: 1 ID:YgXiph5r3NkZFvrmQXWD6TzPDI_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6=0-5-8, 8=0-3-8 Max Horiz 8=40 (LC 4) Max Grav 6=609 (LC 11), 8=559 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-421/27, 3-4=-428/22, 4-5=-181/0, 2-8=-498/0 BOT CHORD 7-8=-16/99, 6-7=0/187, 5-6=0/187 WEBS 3-7=0/202, 2-7=-1/106, 4-6=-487/91 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011047 WF43 DESIGN T B03 Common 3 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:15 Page: 1 ID:AwLqpb9QHi72bZm3h_fElDzPDLn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 4-5=-438/0, 2-7=-512/0 BOT CHORD 6-7=-22/85, 5-6=0/74 WEBS 3-6=0/203, 4-6=0/133, 2-6=-1/131 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011046 WF43 DESIGN T B02 Common 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:14 Page: 1 ID:LEwiQwgKiQ4joQiNLbxs8nzPDMP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 24=-56 (LC 9) Max Grav 14=266 (LC 6), 15=123 (LC 5), 16=133 (LC 8), 17=138 (LC 8), 18=122 (LC 8), 19=196 (LC 10), 20=122 (LC 8), 21=138 (LC 8), 22=133 (LC 8), 23=123 (LC 5), 24=266 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 12-14=-279/48, 7-8=-136/147, 8-9=-114/131, 9-10=-72/95, 10-11=-33/65, 11-12=-76/49, 12-13=0/106, 1-2=0/106, 2-3=-76/49, 3-4=-33/65, 4-5=-72/95, 5-6=-114/131, 6-7=-136/147, 2-24=-279/48 BOT CHORD 23-24=-26/30, 22-23=-26/30, 21-22=-26/30, 20-21=-26/30, 19-20=-26/30, 18-19=-26/30, 17-18=-26/30, 16-17=-26/30, 15-16=-26/30, 14-15=-26/30 WEBS 7-19=-180/118, 6-20=-96/6, 5-21=-111/36, 4-22=-107/26, 3-23=-80/119, 8-18=-96/6, 9-17=-111/36, 10-16=-107/26, 11-15=-80/119 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 14, 56 lb uplift at joint 24, 91 lb uplift at joint 19, 21 lb uplift at joint 21, 7 lb uplift at joint 22, 83 lb uplift at joint 23, 21 lb uplift at joint 17, 7 lb uplift at joint 16 and 83 lb uplift at joint 15. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011045 WF43 DESIGN T B01 Common Supported Gable 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:14 Page: 1 ID:TpJKQdf8dJID0tPxb6urwszPDL8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 0-3-8 3-11-8 5-7-12 4-1-12 16-4-4 5-4-4 11-0-0 5-7-12 22-0-0 12-11-0 1-9-0 1-11-0 2-0-0 1-9-0 3-9-0 9-2-0 12-11-0 Scale = 1:87.1 Plate Offsets (X, Y): [1:0-2-8,0-3-0], [7:0-2-12,0-1-8], [14:0-3-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.03 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.26 Vert(CT) -0.06 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.02 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 138 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-4:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 6-12, 3-12 REACTIONS (size) 9=0-3-8, 17=0-3-8 Max Horiz 17=-51 (LC 13) Max Grav 9=961 (LC 1), 17=869 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 15-17=0/54, 1-17=0/54, 1-2=-386/1, 2-3=-804/0, 3-4=-725/60, 4-5=-625/62, 5-6=-730/21, 6-7=-864/0, 7-8=0/106, 7-9=-910/0 BOT CHORD 14-15=0/79, 13-14=0/394, 12-13=0/517, 11-12=0/517, 10-11=0/517, 9-10=-11/64 WEBS 1-14=0/859, 2-14=-801/0, 4-12=-36/578, 6-12=-297/62, 6-10=-32/122, 7-10=0/488, 3-13=-10/118, 3-12=-288/62, 2-13=0/165, 1-17=-884/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011044 WF43 DESIGN T A06 Roof Special 4 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:13 Page: 1 ID:boTOxxtR6R_UbwYzJaIhH3zPDQ0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 Scale = 1:77.6 Plate Offsets (X, Y): [2:0-2-12,0-1-8], [8:0-2-12,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.27 11-13 >959 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.69 Vert(CT) -0.56 11-13 >468 180 TCDL 10.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.01 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 128 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 11-5,13-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 10=0-3-8, 14=0-3-8 Max Grav 10=958 (LC 1), 14=958 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-885/0, 3-4=-1000/60, 4-5=-895/101, 5-6=-895/101, 6-7=-1000/60, 7-8=-885/0, 8-9=0/106, 2-14=-931/0, 8-10=-931/0 BOT CHORD 13-14=-24/51, 12-13=0/366, 11-12=0/366, 10-11=-24/51 WEBS 5-11=-51/524, 7-11=-437/121, 5-13=-51/524, 3-13=-437/121, 2-13=0/515, 8-11=0/515 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011043 WF43 DESIGN T A05 Common 3 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:13 Page: 1 ID:3dOdJDslueOPW07qOxn_tMzPDRK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 11-3-0 1-11-0 0-1-15 11-1-1 11-1-1 0-1-15 11-3-0 Scale = 1:72.8 Plate Offsets (X, Y): [5:0-3-9,0-2-8], [6:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.19 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.38 14-15 >677 180 TCDL 10.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-15, 8-11 REACTIONS (size) 11=0-3-8, 15=0-3-8 Max Grav 11=1478 (LC 20), 15=1478 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-191/118, 3-16=-1171/0, 4-16=-1141/0, 4-17=-903/6, 5-17=-855/27, 5-6=-641/46, 6-18=-852/27, 7-18=-905/5, 7-19=-1138/0, 8-19=-1177/0, 8-9=-175/126, 9-10=0/106, 2-15=-295/32, 9-11=-276/28 BOT CHORD 14-15=0/791, 13-14=0/639, 12-13=0/639, 11-12=0/791 WEBS 5-14=0/271, 5-12=-137/142, 6-12=0/265, 3-15=-1320/0, 3-14=-208/94, 8-12=-204/95, 8-11=-1339/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011042 WF43 DESIGN T A04 Hip 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:12 Page: 1 ID:6iD0lvQ9MasWBUNvHN8YPmzPDRu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 9-7-0 Scale = 1:61.3 Plate Offsets (X, Y): [4:0-3-9,0-2-8], [5:0-3-9,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.08 12-13 >999 240 MT20 169/123 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.15 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.02 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 126 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 13-2,9-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (size) 9=0-3-8, 13=0-3-8 Max Grav 9=1421 (LC 20), 13=1421 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-14=-216/60, 3-14=-113/100, 3-4=-1004/14, 4-15=-591/28, 15-16=-591/28, 5-16=-591/28, 5-6=-1004/14, 6-17=-113/100, 7-17=-216/60, 7-8=0/129, 2-13=-434/55, 7-9=-434/55 BOT CHORD 12-13=0/656, 11-12=0/581, 10-11=0/581, 9-10=0/656 WEBS 4-12=0/254, 4-10=-101/101, 5-10=0/254, 3-13=-1107/0, 3-12=-122/128, 6-10=-121/129, 6-9=-1108/0 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011041 WF43 DESIGN T A03 Hip 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:12 Page: 1 ID:d90ViVODd91jtGoNFJbNwdzPDTE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 114 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 4-9 REACTIONS (size) 8=0-3-8, 12=0-3-8 Max Uplift 8=-37 (LC 6), 12=-37 (LC 6) Max Grav 8=1272 (LC 20), 12=1272 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-13=-1074/26, 3-13=-1062/75, 3-14=-762/105, 4-14=-763/105, 4-15=-763/105, 5-15=-762/105, 5-16=-1062/75, 6-16=-1074/26, 6-7=0/129, 2-12=-1236/55, 6-8=-1236/55 BOT CHORD 11-12=-22/169, 10-11=0/936, 9-10=0/936, 8-9=-22/169 WEBS 3-11=0/347, 5-9=0/347, 2-11=0/688, 6-9=0/688, 4-11=-438/37, 4-9=-438/37 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 (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 8 and 37 lb uplift at joint 12. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF43 DESIGN T I46011040 WF43 DESIGN T A02 Hip 1 1 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:11 Page: 1 ID:sL03Sy4XVTtGNQOaHZfWPMzPDTd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021 6-8-0 17-8-0 4-4-0 22-0-0 4-4-0 4-4-0 4-2-4 22-0-0 4-2-4 4-2-4 6-9-12 11-0-0 6-9-12 17-9-12 6-3-0 1-11-0 0-1-15 6-1-1 6-1-1 0-1-15 6-3-0 Scale = 1:58.7 Plate Offsets (X, Y): [2:0-3-7,0-1-8], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-3-7,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.04 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.08 9-11 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 221 lb FT = 20% 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 8=0-3-8, 13=0-3-8 Max Uplift 8=-64 (LC 14), 13=-64 (LC 14) Max Grav 8=2164 (LC 27), 13=2163 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=0/31, 2-14=0/129, 2-15=-1969/38, 15-16=-1823/34, 3-16=-1740/51, 3-17=-2194/58, 17-18=-2195/58, 18-19=-2196/58, 19-20=-2198/58, 4-20=-2199/58, 4-21=-2199/58, 21-22=-2198/58, 22-23=-2196/58, 23-24=-2195/58, 5-24=-2194/58, 5-25=-1740/52, 25-26=-1823/34, 6-26=-1969/38, 6-27=0/129, 7-27=0/31, 2-13=-2040/38, 6-8=-2040/38 BOT CHORD 13-28=-27/82, 28-29=-27/82, 12-29=-27/82, 12-30=0/1264, 30-31=0/1264, 31-32=0/1264, 11-32=0/1264, 11-33=0/1264, 10-33=0/1264, 10-34=0/1264, 34-35=0/1264, 9-35=0/1264, 9-36=-27/82, 36-37=-27/82, 8-37=-27/82 WEBS 3-12=-179/142, 3-11=-1/1161, 4-11=-1093/66, 5-11=0/1161, 5-9=-179/142, 2-12=0/1294, 6-9=0/1294 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: 2x4 - 1 row at 0-9-0 oc. Web 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 Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; 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; IBC 1607.11.2 minimum roof live load applied where required. 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 13 and 64 lb uplift at joint 8. 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) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 3=-54 (F), 5=-54 (F), 12=-64 (F), 9=-64 (F), 15=-145 (F), 16=-34 (F), 17=-54 (F), 18=-54 (F), 20=-54 (F), 21=-54 (F), 23=-54 (F), 24=-54 (F), 25=-34 (F), 26=-145 (F), 28=-60 (F), 29=-178 (F), 30=-64 (F), 31=-64 (F), 32=-64 (F), 33=-64 (F), 34=-64 (F), 35=-64 (F), 36=-178 (F), 37=-60 (F) Job Truss Truss Type Qty Ply WF43 DESIGN T I46011039 WF43 DESIGN T A01 Hip Girder 1 2 Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:37:08 Page: 1 ID:UNIAUlYx9LvhhNFY1dna?gzPDP9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 9,2021