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HomeMy WebLinkAboutGN010.1 Engr stamp16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). March 25,2021 Liu, Xuegang Pages or sheets covered by this seal: I45366764 thru I45366819 My license renewal date for the state of Indiana is July 31, 2022. b2110823 17 Sunrise 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. Job B2110823 Truss GE01 Truss Type Piggyback Base Structural Gable COMMON l l Gable l Gable Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366764 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:04 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-r?uyJkW6iYR_u1AHL0uG3IO07jYZyWaBhUGk0PzXMY1 Scale = 1:72.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 47 20 48 49 50 51 52 53 54 55 56 57 58 59 60 61 3x6 4x8 4x8 3x6 4x8 3x4 3x4 3x4 3x4 3x4 3x4 5x8 5x8 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. Job B2110823 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366765 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:06 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-nN0ikQYMEAih7LKfSRxl9jTWOXRTQSsU9olq5IzXMY? Scale = 1:55.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x4 4x6 3x4 14-9-8 14-9-8 -0-10-8 0-10-8 7-4-12 7-4-12 14-9-8 7-4-12 15-8-0 0-10-8 1-5-0 8-9-12 1-5-0 12.00 12 LOADING (psf) TCLL 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. Job B2110823 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366766 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:07 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-FaZ4ymZ_?TqYlVvs09S_hx0irwo39uIeNSVOdkzXMY_ Scale = 1:46.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 4x6 14-7-0 14-7-0 -0-10-8 0-10-8 7-3-8 7-3-8 14-7-0 7-3-8 15-5-8 0-10-8 1-3-4 7-4-3 1-3-4 10.00 12 LOADING (psf) TCLL TCDL BCLL 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. Job B2110823 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366767 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:08 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-jm7T96acmnyPMfU2aszDE8YtaK8IuLbnc6Ex8BzXMXz Scale = 1:46.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 4x6 14-6-4 14-6-4 -0-10-8 0-10-8 7-3-2 7-3-2 14-6-4 7-3-2 15-4-12 0-10-8 1-3-4 7-3-14 1-3-4 10.00 12 LOADING (psf) TCLL TCDL BCLL 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. Job B2110823 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366768 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:09 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ByhrNSaFX54G_o2E7ZUSmM5?fkTQdpbwrm_UhdzXMXy Scale = 1:58.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x4 3x4 4x6 13-1-8 13-1-8 -1-0-0 1-0-0 7-4-0 7-4-0 13-1-8 5-9-8 1-6-8 8-10-8 3-1-0 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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. Job B2110823 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366769 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:11 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-7Lpbn7cV2iK_D6CdF_XwsnALvY8N5ktDI4TblVzXMXw Scale = 1:83.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 48 49 4x6 3x4 3x6 5x6 3x6 3x6 5x6 5x6 40-2-0 40-2-0 16-0-12 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. Job B2110823 Truss GE07 Truss Type Piggyback Base Structural Gable COMMON l l Gable l Gable Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366770 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:15 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-0626dVf?6xqQijWOUqbs0dLt49Nl1LQpDiRpuHzXMXs Scale: 1/8"=1' Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 30 29 28 27 26 24 23 22 21 20 19 18 17 16 15 14 13 12 76 77 78 7980 81 82 83 84 25 85 86 87 5x8 5x10 MT18HS 4x8 5x10 MT18HS 3x8 3x4 3x6 3x6 3x6 3x6 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. Job B2110823 Truss GE07 Truss Type Piggyback Base Structural Gable COMMON l l Gable l Gable Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366770 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:15 2021 Page 2 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-0626dVf?6xqQijWOUqbs0dLt49Nl1LQpDiRpuHzXMXs NOTES- 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. Job B2110823 Truss GE08 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366771 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:17 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-yVAs2BgGeY47x1gnbFdK52QOkyCvVSV6h0wwz9zXMXq Scale = 1:84.7 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 55 3x4 3x4 3x6 3x6 3x6 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. Job B2110823 Truss GE09 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366772 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:18 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-QhkFFXhuPsC_ZBEz9y9ZeFzVQMWXExdFvgfTVbzXMXp Scale = 1:32.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-0-10 8-0-10 8-0-10 8-0-10 5-4-7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL 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. Job B2110823 Truss GE10 Truss Type GABLE Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366773 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:19 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-vtIdTsiWA9KrBLp9jggoATVlgmtXzOnP8KP012zXMXo Scale = 1:49.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 17 21 19 18 22 23 24 3x4 4x6 3x4 7-9-0 7-9-0 15-6-0 7-9-0 7-9-0 7-9-0 15-6-0 7-9-0 7-9-0 12.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-0-0], [8:0-0-0,0-0-0] LOADING (psf) TCLL 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. Job B2110823 Truss PB01 Truss Type Piggyback Qty 1 Ply 2 17 Sunrise Job Reference (optional) I45366774 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:20 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-N4s?gCj8xTSioVOMHNB1jg2wAAERirsYN_8aZUzXMXn Scale = 1:22.1 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-7-0 6-7-0 3-3-8 3-3-8 6-7-0 3-3-8 0-5-3 3-2-0 0-1-8 0-5-3 0-1-8 12.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr 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. Job B2110823 Truss PB02 Truss Type Piggyback Qty 3 Ply 1 17 Sunrise Job Reference (optional) I45366775 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:21 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-rGQNuYkminbZQezYq5iGGub5JaaBRIxhceu76wzXMXm Scale: 1/2"=1' 2 3 4 6 1 5 4x6 2x4 2x4 2x4 6-7-0 6-7-0 3-3-8 3-3-8 6-7-0 3-3-8 0-5-3 3-2-0 0-1-8 0-1-0 0-1-8 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 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. Job B2110823 Truss PB03 Truss Type Piggyback Qty 13 Ply 1 17 Sunrise Job Reference (optional) I45366776 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:22 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-JSzl5ukOT4jQ2oYkOoDVo57FHzvyAkwrqHdheNzXMXl Scale = 1:37.4 1 2 3 4 5 6 7 10 9 8 11 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-3-8 16-3-8 8-1-12 8-1-12 16-3-8 8-1-12 0-4-7 5-3-11 0-1-8 0-4-7 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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. Job B2110823 Truss PB04 Truss Type GABLE Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366777 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:23 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-nfX8JEl1EOrHfy7wyWkkLJgQYNGgvBs_3xNEApzXMXk Scale = 1:35.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 9 4x6 3x4 3x4 16-3-8 16-3-8 8-1-12 8-1-12 16-3-8 8-1-12 -0-0-4 5-4-15 5-5-3 0-1-0 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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. Job B2110823 Truss PB05 Truss Type Piggyback Qty 10 Ply 1 17 Sunrise Job Reference (optional) I45366778 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:24 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Fr5WWamf_iz8H6i7WDFztWDb1nbGedr8Ib6niFzXMXj Scale = 1:29.5 1 2 3 4 5 6 7 10 9 8 11 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-7-8 13-7-8 6-9-12 6-9-12 13-7-8 6-9-12 0-4-7 4-5-0 0-1-8 0-4-7 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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. Job B2110823 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366779 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:25 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-j1fujwnHl?5?vGHJ3xnCQklm2Bx8N5MHWFsLFizXMXi Scale = 1:35.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 9 4x6 3x4 3x4 16-3-8 16-3-8 8-1-12 8-1-12 16-3-8 8-1-12 -0-0-4 5-4-15 5-5-3 0-1-0 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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. Job B2110823 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366780 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:27 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-gQne8boXHdLj8ZRiBLpgV9r6f_cAr?xa_ZLRJazXMXg Scale: 3/8"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 5 6 10 9 8 1 11 12 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-7-8 13-7-8 6-9-12 6-9-12 13-7-8 6-9-12 -0-0-4 4-6-4 4-6-8 0-1-0 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL 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. Job B2110823 Truss PBE03 Truss Type Piggyback Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366781 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:27 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-gQne8boXHdLj8ZRiBLpgV9r6F_car?Na_ZLRJazXMXg Scale = 1:22.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-7-0 6-7-0 3-3-8 3-3-8 6-7-0 3-3-8 0-5-3 3-2-0 0-1-8 0-5-3 0-1-8 12.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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. Job B2110823 Truss T01 Truss Type Piggyback Base Qty 2 Ply 1 17 Sunrise Job Reference (optional) I45366782 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:28 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-8cL1Mxp92wTamj?ul3Kv2MN73OkCaL?jDD4?s0zXMXf Scale = 1:72.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 26 27 28 29 3x6 4x8 4x8 3x6 4x8 3x4 3x4 3x4 3x4 3x4 3x4 5x8 5x8 3x4 10-7-0 10-7-0 14-7-12 4-0-12 17-2-0 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. Job B2110823 Truss T02 Truss Type Common Qty 3 Ply 1 17 Sunrise Job Reference (optional) I45366783 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:29 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-cpvPZHqnpEbQOta4Imr8aawHWoDzJuntRtqYOTzXMXe Scale = 1:47.5 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x8 3x4 6x8 6x8 7-3-8 7-3-8 14-7-0 7-3-8 -0-10-8 0-10-8 7-3-8 7-3-8 14-7-0 7-3-8 15-5-8 0-10-8 1-3-4 7-4-3 1-3-4 10.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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. Job B2110823 Truss T03 Truss Type Common Qty 3 Ply 1 17 Sunrise Job Reference (optional) I45366784 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:30 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-4?SnndrQaYjH?19HsUMN7nTRQCZG2L10gXZ6wvzXMXd Scale = 1:47.4 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x8 3x4 6x8 6x8 7-3-2 7-3-2 14-6-4 7-3-2 -0-10-8 0-10-8 7-3-2 7-3-2 14-6-4 7-3-2 15-4-12 0-10-8 1-3-4 7-3-14 1-3-4 10.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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. Job B2110823 Truss T04 Truss Type Common Qty 4 Ply 1 17 Sunrise Job Reference (optional) I45366785 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:31 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-YB09_zr2Lrr8dBkTQBtcf??gccvunoSAvBJfSLzXMXc Scale = 1:45.4 1 2 3 6 5 4 7 8 5x8 4x6 6x6 2x4 3x8 3x4 6-8-6 6-8-6 13-11-8 7-3-2 6-8-6 6-8-6 13-11-8 7-3-2 1-8-14 7-3-14 1-3-4 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL 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. Job B2110823 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366786 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:32 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-0OaXCJsg69z?FLJf_vPrCCYo3?57W9?J7r2C?ozXMXb Scale = 1:72.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 24 25 26 3x6 4x8 4x8 3x4 4x8 3x4 3x4 3x4 3x4 3x4 3x4 5x8 5x8 10-7-0 10-7-0 14-7-12 4-0-12 17-2-0 2-6-4 27-7-8 10-5-8 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. Job B2110823 Truss T06 Truss Type Common Qty 3 Ply 1 17 Sunrise Job Reference (optional) I45366787 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:33 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Ua8wPftItT5ssUurXcw4lQ5y9PamFhsTMVomXEzXMXa Scale = 1:57.4 1 2 3 4 5 8 7 6 9 10 11 12 4x6 3x4 3x8 3x4 8x8 8x8 7-4-12 7-4-12 14-9-8 7-4-12 -0-10-8 0-10-8 7-4-12 7-4-12 14-9-8 7-4-12 15-8-0 0-10-8 1-5-0 8-9-12 1-5-0 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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. Job B2110823 Truss T07 Truss Type Piggyback Base Qty 6 Ply 1 17 Sunrise Job Reference (optional) I45366788 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:34 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ymiIc?uwemDjUeT25KRJHddAwppt_yicb9XJ3gzXMXZ Scale = 1:76.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 3x8 6x8 4x8 8x8 3x4 3x8 MT18HS 3x6 3x4 3x8 3x4 2x4 4x8 2x4 6x6 4x8 3x6 8-1-10 8-1-10 16-0-12 7-11-2 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. Job B2110823 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366789 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:35 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-RyGgqLuYP4La6o2Ef1yYqrAJgD7AjS9lqpHtb6zXMXY Scale = 1:87.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 3x8 6x8 3x8 6x8 3x6 8x14 MT18HS 4x6 3x6 4x8 3x6 3x8 2x4 3x6 3x6 4x8 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. Job B2110823 Truss T09 Truss Type Piggyback Base Qty 3 Ply 1 17 Sunrise Job Reference (optional) I45366790 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:36 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-v9q21gvAAOTRjydQDkTnM2iU4dTRSvOv2T0Q8ZzXMXX Scale = 1:94.0 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 3x8 6x8 3x8 5x10 MT18HS 3x6 8x14 MT18HS 4x6 3x6 4x8 3x6 3x8 2x4 3x6 3x6 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. Job B2110823 Truss T10 Truss Type Piggyback Base Qty 3 Ply 1 17 Sunrise Job Reference (optional) I45366791 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:38 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-rXxpSMxRh?k9zGmpK9WFSTonkQ9OwnHCWnVXCRzXMXV Scale = 1:93.7 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 35 36 3x6 6x8 3x8 5x8 3x6 3x8 MT18HS 3x4 4x8 3x4 3x4 4x6 5x6 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. Job B2110823 Truss T11 Truss Type Piggyback Base Qty 4 Ply 1 17 Sunrise Job Reference (optional) I45366792 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:39 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-JkVBgiy3SJs0aQL?ut1U_hK07qZgfEgLkRF4kuzXMXU Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 3x8 5x6 8x8 3x4 4x8 4x6 2x4 5x8 4x10 5x6 5x6 8-1-10 8-1-10 16-0-12 7-11-2 24-2-12 8-2-0 29-8-4 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. Job B2110823 Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366793 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:40 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-nw3Zt2yhDc_tCZwCSaYjXutBwEvfOheUz5_dHKzXMXT Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 16 14 13 12 22 23 24 25 26 17 27 28 15 29 30 31 3x8 6x8 5x6 3x4 4x6 4x8 2x4 5x8 5x12 5x6 5x6 8-1-10 8-1-10 16-0-12 7-11-2 19-1-0 3-0-4 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. Job B2110823 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 17 Sunrise Job Reference (optional) I45366794 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:41 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-F6dx4OzJ_w6kqjVO?I3y36QMfeCa77?eClkBpmzXMXS Scale = 1:85.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 3x8 6x8 6x6 3x6 3x4 3x6 3x6 3x6 3x6 3x6 4x6 4x8 3x6 2x4 5x8 5x12 5x6 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. Job B2110823 Truss T14 Truss Type Piggyback Base Qty 3 Ply 1 17 Sunrise Job Reference (optional) I45366795 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:42 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-jJBJIk_xlEEaRt4aZ?aBcJyYI1YosaanRPTkLCzXMXR Scale = 1:93.6 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 3x6 5x10 MT18HS 6x6 3x6 4x10 5x6 5x6 3x6 3x6 2x4 3x6 3x6 4x6 4x8 3x6 2x4 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. Job B2110823 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 17 Sunrise Job Reference (optional) I45366796 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:43 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-CVlhV4?aWXMR31fm7i5Q9XVj6RzHb6Exf3DItfzXMXQ Scale: 1/4"=1' 1 2 3 4 7 6 5 8 9 10 11 12 13 14 4x6 12x18 MT18HS 12x18 MT18HS 8x8 Special Special Special Special Special Special Special 7-3-8 7-3-8 14-7-0 7-3-8 -0-10-8 0-10-8 7-3-8 7-3-8 14-7-0 7-3-8 1-3-4 7-4-3 1-3-4 10.00 12 Plate Offsets (X,Y)-- [4:Edge,0-10-6], [5:0-1-12,0-0-0], [6:0-4-0,0-4-12], [7:0-1-12,0-0-0], [7:Edge,0-10-6] LOADING (psf) TCLL TCDL BCLL 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. Job B2110823 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 17 Sunrise Job Reference (optional) I45366796 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:44 2021 Page 2 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ghJ4jP?CHrUIhBEzhQcfhk2usrIWKZU4ujyrQ5zXMXP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-831(B) 9=-831(B) 10=-831(B) 11=-831(B) 12=-700(B) 13=-563(B) 14=-569(B) 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. Job B2110823 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 17 Sunrise Job Reference (optional) I45366797 Probuild, Morresville, ind. 8.240 s Apr 4 2020 MiTek Industries, Inc. Thu Mar 25 17:08:06 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-UFuBgkRAn0lyFKn5KLigpwLQ0_F8gcUZKLdg6TzXKSt Scale = 1:77.1 1 2 3 4 5 6 7 8 16 15 14 13 11 10 9 17 18 19 20 21 22 23 24 25 12 26 27 28 29 30 3x6 5x8 4x6 3x8 12x18 MT18HS 6x8 4x6 12x12 12x12 6x8 3x6 5x6 3x8 Special Special Special Special Special Special Special Special Special Special Special Special Special 5-4-12 5-4-12 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. Job B2110823 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 2 17 Sunrise Job Reference (optional) I45366797 Probuild, Morresville, ind. 8.240 s Apr 4 2020 MiTek Industries, Inc. Thu Mar 25 17:08:06 2021 Page 2 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-UFuBgkRAn0lyFKn5KLigpwLQ0_F8gcUZKLdg6TzXKSt NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1771 lb down at 2-0-12, 1771 lb down at 4-0-12, 1759 lb down at 6-0-12, 1768 lb down at 8-0-12, 1769 lb down at 10-0-12, 1756 lb down at 12-0-12, 2138 lb down at 14-0-12, 2151 lb down at 16-0-12, 2151 lb down at 18-0-12, 2144 lb down at 20-0-12, 2057 lb down at 22-0-12, and 2066 lb down at 24-0-12, and 2066 lb down at 26-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 10=-1914(B) 19=-1575(B) 20=-1575(B) 21=-1575(B) 22=-1575(B) 23=-1575(B) 24=-1575(B) 25=-1915(B) 26=-1914(B) 27=-1914(B) 28=-1914(B) 29=-1914(B) 30=-1914(B) 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. Job B2110823 Truss V01 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366798 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:46 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-c4Qq851SpSk0wUNLorf7m97Hof1ooZdNL0RyU_zXMXN Scale = 1:77.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x4 3x6 3x4 25-8-1 25-8-1 25-8-5 0-0-4 12-10-2 12-10-2 25-8-5 12-10-2 0-0-4 12-10-2 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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. Job B2110823 Truss V02 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366799 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:47 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-4G_CLR24amstYeyYMYAMJNgWy2P8XzGWagBV1QzXMXM Scale = 1:69.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x6 0-0-4 0-0-4 23-0-5 23-0-1 11-6-2 11-6-2 23-0-5 11-6-2 0-0-4 11-6-2 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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. Job B2110823 Truss V03 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366800 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:48 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-YTYaYn2iL4_k9oXkwGhbsaChbSmHGSIgpKw3ZszXMXL Scale = 1:61.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x6 20-4-1 20-4-1 20-4-5 0-0-4 10-2-2 10-2-2 20-4-5 10-2-2 0-0-4 10-2-2 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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. Job B2110823 Truss V04 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366801 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:49 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-0f6zm73K6N6bny6wTzCqOolr4s47?wYp2_gc5IzXMXK Scale = 1:58.0 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 17-8-5 17-8-1 8-10-2 8-10-2 17-8-5 8-10-2 0-0-4 8-10-2 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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. Job B2110823 Truss V05 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366802 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:50 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-UrgLzT4zthESP6h71hj3x?I1IGRfkN_zGeP9dlzXMXJ Scale = 1:49.4 1 2 3 4 5 8 7 6 9 10 3x4 11 12 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 15-0-5 15-0-1 7-6-2 7-6-2 15-0-5 7-6-2 0-0-4 7-6-2 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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. Job B2110823 Truss V06 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366803 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:50 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-UrgLzT4zthESP6h71hj3x?IzjGRBkPpzGeP9dlzXMXJ Scale = 1:24.9 1 2 3 4 2x4 3x4 2x4 2x4 0-0-4 0-0-4 7-0-5 7-0-1 3-6-2 3-6-2 7-0-5 3-6-2 0-0-4 3-6-2 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 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. Job B2110823 Truss V07 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366804 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:51 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-z1EjBp5be?MJ0GGJbOEITDqCAgpDTsR6VI9jABzXMXI Scale = 1:13.7 1 2 3 4 2x4 3x4 2x4 2x4 0-0-4 0-0-4 4-4-5 4-4-1 2-2-2 2-2-2 4-4-5 2-2-2 0-0-4 2-2-2 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 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. Job B2110823 Truss V08 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366805 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:52 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-REn5O96DOIUAePrV95mX0QNPz391CJvGkyuGidzXMXH Scale = 1:7.0 1 2 3 2x4 2x4 2x4 0-0-4 0-0-4 1-8-5 1-8-1 0-10-2 0-10-2 1-8-5 0-10-2 0-0-4 0-10-2 0-0-4 12.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 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. Job B2110823 Truss V09 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366806 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:52 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-REn5O96DOIUAePrV95mX0QNGB3_lCJvGkyuGidzXMXH Scale = 1:26.8 1 2 3 4 5 2x4 2x4 2x4 6-3-15 6-3-15 0-0-4 4-2-10 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC 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. Job B2110823 Truss V10 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366807 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:53 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-vQLTcU6r9cd1GZQhipHmZewVCTS3xm9PyceqE4zXMXG Scale = 1:15.6 1 2 3 4 2x4 2x4 2x4 3-9-15 3-9-15 0-0-4 2-6-10 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB 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. Job B2110823 Truss V11 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366808 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:54 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Ncvspq7Twwltuj?uGWo?5rShttqHgCYYBGNNmWzXMXF Scale = 1:39.8 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 12-4-5 12-4-1 6-2-2 6-2-2 12-4-5 6-2-2 0-0-4 6-2-2 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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. Job B2110823 Truss V12 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366809 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:54 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Ncvspq7Twwltuj?uGWo?5rSdTtmPgCqYBGNNmWzXMXF Scale = 1:33.3 1 2 3 4 5 6 2x4 3x6 2x4 2x4 0-0-4 0-0-4 9-8-5 9-8-1 4-10-2 4-10-2 9-8-5 4-10-2 0-0-4 4-10-2 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr 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. Job B2110823 Truss V13 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366810 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:55 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-rpTE0A85hDtkVta4qEJEe3?mzH89PfoiQw7wJyzXMXE Scale = 1:31.0 1 2 3 4 5 6 3x4 5x6 3x4 2x4 0-0-5 0-0-5 11-5-2 11-4-13 5-8-9 5-8-9 11-5-2 5-8-9 0-0-4 4-9-2 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr 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. Job B2110823 Truss V14 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366811 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:56 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-J?1cEW9jSX?b718GOxqTAGX_UhUZ877rfasUrPzXMXD Scale: 1/2"=1' 1 2 3 4 5 6 2x4 3x4 2x4 2x4 0-0-5 0-0-5 8-2-12 8-2-7 4-1-6 4-1-6 8-2-12 4-1-6 0-0-4 3-5-2 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr 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. Job B2110823 Truss V15 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366812 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:57 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-nBb_Rs9MDr7SlBjTxfLijU4Eb4rItar?tEc1NrzXMXC Scale = 1:16.6 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 5-0-5 5-0-1 2-6-3 2-6-3 5-0-5 2-6-3 0-0-4 2-1-2 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 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. Job B2110823 Truss V16 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366813 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:57 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-nBb_Rs9MDr7SlBjTxfLijU42n4knta8?tEc1NrzXMXC Scale = 1:23.7 1 2 3 4 5 2x4 2x4 2x4 5-6-10 5-6-10 0-0-4 3-8-7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC 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. Job B2110823 Truss V17 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366814 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:58 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-FO9MfCA__8FJMKIfVMsxFhdORUAnc1O86uLavHzXMXB Scale = 1:13.1 1 2 3 2x4 2x4 2x4 3-0-10 3-0-10 0-0-4 2-0-7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 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. Job B2110823 Truss V18 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366815 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:59 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-kajlsYBclSNA_Utr34OAov9YduWrLScHLY58SjzXMXA Scale = 1:42.4 1 2 3 4 5 8 7 6 9 10 3x4 11 12 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-9-15 12-9-15 12-10-3 0-0-4 6-5-1 6-5-1 12-10-3 6-5-1 0-0-4 6-5-1 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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. Job B2110823 Truss V19 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366816 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:46:59 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-kajlsYBclSNA_Utr34OAov9U7uVsLTzHLY58SjzXMXA Scale = 1:33.1 1 2 3 4 5 6 3x4 3x6 3x4 2x4 0-0-4 0-0-4 10-2-5 10-2-1 5-1-2 5-1-2 10-2-5 5-1-2 0-0-4 5-1-2 0-0-4 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL 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. Job B2110823 Truss V20 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366817 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:47:00 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-CmG74uCEWmV1ceS2dnvPL6ihTIr44wARZCqh_AzXMX9 Scale = 1:26.6 1 2 3 4 5 6 2x4 3x4 2x4 2x4 0-0-4 0-0-4 7-6-7 7-6-3 3-9-4 3-9-4 7-6-7 3-9-4 0-0-4 3-9-4 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr 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. Job B2110823 Truss V21 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366818 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:47:01 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-gzqVHEDsH3duDo1EAUQetKFv?iDHpNtaosaFWczXMX8 Scale = 1:15.0 1 2 3 4 2x4 3x4 2x4 2x4 0-0-4 0-0-4 4-10-9 4-10-5 2-5-5 2-5-5 4-10-9 2-5-5 0-0-4 2-5-5 0-0-4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 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. Job B2110823 Truss V22 Truss Type Valley Qty 1 Ply 1 17 Sunrise Job Reference (optional) I45366819 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Mar 25 14:47:01 2021 Page 1 ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-gzqVHEDsH3duDo1EAUQetKFxQiEfpN8aosaFWczXMX8 Scale = 1:8.4 1 2 3 2x4 2x4 2x4 2-2-8 2-2-8 2-2-12 0-0-4 1-1-6 1-1-6 2-2-12 1-1-6 0-0-4 1-1-6 0-0-4 12.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 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. 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 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-2-4, 3=2-2-4 Max Horz 1=15(LC 11) Max Grav 1=69(LC 1), 3=69(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-10-1, 3=4-10-1, 4=4-10-1 Max Horz 1=38(LC 11) Max Uplift 1=-10(LC 12), 3=-10(LC 12) Max Grav 1=105(LC 1), 3=105(LC 1), 4=141(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.21 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-5-15, 3=7-5-15, 4=7-5-15 Max Horz 1=-62(LC 10) Max Uplift 1=-16(LC 12), 3=-16(LC 12) Max Grav 1=168(LC 1), 3=168(LC 1), 4=227(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-0 to 3-3-0, Interior(1) 3-3-0 to 3-9-4, Exterior(2R) 3-9-4 to 6-9-4, Interior(1) 6-9-4 to 7-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.21 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=10-1-13, 3=10-1-13, 4=10-1-13 Max Horz 1=84(LC 11) Max Uplift 1=-8(LC 12), 3=-8(LC 12) Max Grav 1=211(LC 1), 3=211(LC 1), 4=342(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-14 to 3-3-14, Interior(1) 3-3-14 to 5-1-2, Exterior(2R) 5-1-2 to 8-1-2, Interior(1) 8-1-2 to 9-10-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.14 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-9-11. (lb) - Max Horz 1=-108(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=332(LC 17), 8=378(LC 17), 6=378(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-250/194, 4-6=-250/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-14 to 3-3-14, Interior(1) 3-3-14 to 6-5-1, Exterior(2R) 6-5-1 to 9-5-1, Interior(1) 9-5-1 to 12-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 0.21 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-0-4, 3=3-0-4 Max Horz 1=47(LC 9) Max Uplift 3=-5(LC 9) Max Grav 1=104(LC 1), 3=105(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 WB Matrix-P 0.91 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-6-4, 3=5-6-4 Max Horz 1=93(LC 11) Max Uplift 3=-10(LC 9) Max Grav 1=204(LC 1), 3=205(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 5-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-11-12, 3=4-11-12, 4=4-11-12 Max Horz 1=-31(LC 10) Max Uplift 1=-9(LC 12), 3=-9(LC 12) Max Grav 1=101(LC 1), 3=101(LC 1), 4=154(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.50 0.24 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=8-2-2, 3=8-2-2, 4=8-2-2 Max Horz 1=-53(LC 10) Max Uplift 1=-15(LC 12), 3=-15(LC 12) Max Grav 1=174(LC 1), 3=174(LC 1), 4=264(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-7 to 3-3-7, Interior(1) 3-3-7 to 4-1-6, Exterior(2R) 4-1-6 to 7-1-6, Interior(1) 7-1-6 to 7-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.25 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=11-4-9, 3=11-4-9, 4=11-4-9 Max Horz 1=-74(LC 10) Max Uplift 1=-9(LC 12), 3=-9(LC 12) Max Grav 1=223(LC 1), 3=223(LC 1), 4=407(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 5-8-9, Exterior(2R) 5-8-9 to 8-8-9, Interior(1) 8-8-9 to 11-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.35 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=9-7-13, 3=9-7-13, 4=9-7-13 Max Horz 1=-81(LC 10) Max Uplift 1=-11(LC 12), 3=-11(LC 12) Max Grav 1=204(LC 1), 3=204(LC 1), 4=327(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-0 to 3-3-0, Interior(1) 3-3-0 to 4-10-2, Exterior(2R) 4-10-2 to 7-10-2, Interior(1) 7-10-2 to 9-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.10 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-3-13. (lb) - Max Horz 1=-103(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=312(LC 17), 6=312(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-14 to 3-3-14, Interior(1) 3-3-14 to 6-2-2, Exterior(2R) 6-2-2 to 9-2-2, Interior(1) 9-2-2 to 12-0-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 Matrix-P 0.37 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-9-9, 3=3-9-9 Max Horz 1=62(LC 9) Max Uplift 3=-7(LC 9) Max Grav 1=135(LC 1), 3=136(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 3-8-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 WB Matrix-P 0.58 0.75 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-3-9, 3=6-3-9 Max Horz 1=106(LC 9) Max Uplift 3=-12(LC 9) Max Grav 1=232(LC 1), 3=234(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-0 to 3-5-0, Interior(1) 3-5-0 to 6-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-7-13, 3=1-7-13 Max Horz 1=-10(LC 10) Max Grav 1=47(LC 1), 3=47(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.06 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-3-13, 3=4-3-13, 4=4-3-13 Max Horz 1=-34(LC 10) Max Uplift 1=-9(LC 12), 3=-9(LC 12) Max Grav 1=92(LC 1), 3=92(LC 1), 4=124(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.18 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-11-13, 3=6-11-13, 4=6-11-13 Max Horz 1=-57(LC 10) Max Uplift 1=-15(LC 12), 3=-15(LC 12) Max Grav 1=156(LC 1), 3=156(LC 1), 4=210(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.15 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-11-13. (lb) - Max Horz 1=-126(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=323(LC 17), 8=436(LC 17), 6=436(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-274/180, 4-6=-274/180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-4 to 3-6-2, Interior(1) 3-6-2 to 7-6-2, Exterior(2R) 7-6-2 to 10-6-2, Interior(1) 10-6-2 to 14-8-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.29 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. All bearings 17-7-13. (lb) - Max Horz 1=150(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 9=-110(LC 12), 6=-110(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=304(LC 17), 9=539(LC 17), 6=539(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-337/188, 4-6=-337/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 8-10-2, Exterior(2R) 8-10-2 to 11-10-2, Interior(1) 11-10-2 to 17-4-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 9 and 110 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.14 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. All bearings 20-3-13. (lb) - Max Horz 1=-173(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=321(LC 17), 11=467(LC 17), 13=322(LC 17), 9=462(LC 18), 8=326(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-287/157, 5-9=-287/157 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 10-2-2, Exterior(2R) 10-2-2 to 13-2-2, Interior(1) 13-2-2 to 20-0-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 13, 9, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.20 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. All bearings 22-11-13. (lb) - Max Horz 1=-196(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=334(LC 17), 11=490(LC 17), 13=411(LC 17), 9=485(LC 18), 8=413(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-280/152, 2-13=-255/128, 5-9=-280/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-12 to 3-6-2, Interior(1) 3-6-2 to 11-6-2, Exterior(2R) 11-6-2 to 14-6-2, Interior(1) 14-6-2 to 22-8-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 13, 9, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.33 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 *Except* 9-13: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 4-14, 6-11 REACTIONS. All bearings 25-7-13. (lb) - Max Horz 1=-222(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 11 except 15=-103(LC 12), 10=-103(LC 12) Max Grav All reactions 250 lb or less at joint(s) 9 except 1=251(LC 18), 12=362(LC 17), 14=448(LC 17), 15=526(LC 17), 11=455(LC 18), 10=520(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-264/145, 2-15=-310/154, 6-11=-266/146, 8-10=-301/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-0 to 3-3-0, Interior(1) 3-3-0 to 12-10-2, Exterior(2R) 12-10-2 to 15-10-2, Interior(1) 15-10-2 to 25-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 11 except (jt=lb) 15=103, 10=103. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 10-7-0 5-2-4 14-9-10 4-2-10 17-2-0 2-4-6 22-3-8 5-1-8 27-7-8 5-4-0 -0-10-8 0-10-8 5-4-12 5-4-12 10-7-0 5-2-4 17-2-0 6-7-0 22-3-8 5-1-8 27-7-8 5-4-0 1-5-0 12-0-0 1-6-8 12-0-0 12.00 12 Plate Offsets (X,Y)-- [4:0-1-0,0-1-8], [5:0-6-4,0-1-12], [6:0-4-4,0-1-12], [10:0-2-8,0-2-8], [14:0-3-8,0-7-8], [15:0-2-8,0-7-8], [16:0-0-0,0-2-12], [16:1-5-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.37 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.15 0.01 (loc) 14-15 14-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 447 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-14,6-11: 2x4 SPF No.2, 5-11: 2x4 SPF 2100F 1.8E 2-16,8-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. 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 4-14, 5-11 REACTIONS. All bearings 13-1-8 except (jt=length) 16=0-3-8, 12=0-3-8. (lb) - Max Horz 16=227(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 16=6433(LC 21), 11=7165(LC 2), 10=6668(LC 22), 9=1659(LC 22), 12=5883(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5698/0, 3-4=-5579/0, 4-5=-2670/0, 5-17=0/348, 17-18=0/348, 6-18=0/348, 6-7=0/568, 7-8=-91/336, 2-16=-4726/0, 8-9=-83/279 BOT CHORD 16-19=0/1181, 19-20=0/1181, 15-20=0/1181, 15-21=0/3954, 21-22=0/3954, 22-23=0/3954, 14-23=0/3954, 13-14=0/1893, 13-24=0/1893, 24-25=0/1893, 12-25=0/1893, 12-26=0/1893, 11-26=0/1893, 10-29=0/351, 29-30=0/351, 9-30=0/351 WEBS 4-15=0/4397, 4-14=-3274/0, 5-14=0/5507, 5-11=-4568/0, 6-11=-639/0, 7-11=-271/59, 2-15=0/2830, 8-10=-537/0 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 25,2021 BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.51 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=0-3-8 Max Horz 7=133(LC 26) Max Uplift 7=-105(LC 8), 5=-115(LC 8) Max Grav 7=3189(LC 2), 5=3236(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2839/127, 3-4=-2830/123, 2-7=-2149/111, 4-5=-2116/88 BOT CHORD 6-7=-153/979, 5-6=-70/670 WEBS 3-6=-53/3148, 2-6=-145/1278, 4-6=-81/1493 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=105, 5=115. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 878 lb down and 37 lb up at 2-0-12, 878 lb down and 37 lb up at 4-0-12, 878 lb down and 37 lb up at 6-0-12, 878 lb down and 37 lb up at 8-0-12, 732 lb down and 40 lb up at 10-0-12, and 563 lb down and 45 lb up at 12-0-12, and 569 lb down and 38 lb up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 March 25,2021 5x12 5x6 5x6 4x6 8-3-2 8-3-2 16-3-12 8-0-10 19-5-12 3-2-0 29-11-4 10-5-8 37-11-14 8-0-10 46-3-0 8-3-2 -0-10-8 0-10-8 8-3-2 8-3-2 16-3-12 8-0-10 23-1-8 6-9-12 29-11-4 6-9-12 37-11-14 8-0-10 46-3-0 8-3-2 47-1-8 0-10-8 1-1-8 12-0-0 1-1-8 12-0-0 8.00 12 Plate Offsets (X,Y)-- [2:0-8-1,0-0-3], [6:0-6-0,0-1-8], [8:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.85 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.66 0.04 (loc) 16-17 16-17 12 l/defl >728 >484 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 242 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,4-18,10-16,10-14: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 5-2-0, Right 2x8 SP 2400F 2.0E 5-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-17, 7-17, 8-16, 10-16 REACTIONS. (size) 2=0-3-8, 17=0-3-8 (req. 0-4-0), 12=0-3-8 Max Horz 2=194(LC 11) Max Uplift 2=-76(LC 12), 12=-52(LC 12) Max Grav 2=753(LC 17), 17=2550(LC 17), 12=1184(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-748/142, 6-7=-21/356, 7-8=-538/189, 8-10=-746/187, 10-12=-1403/106 BOT CHORD 2-20=-41/637, 18-20=-41/637, 14-16=0/1033, 12-14=0/1033 WEBS 4-20=0/500, 4-18=-832/69, 6-18=0/588, 6-17=-1057/0, 7-17=-1288/0, 7-16=0/989, 10-16=-728/82, 10-14=0/435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 3-9-0, Interior(1) 3-9-0 to 16-3-12, Exterior(2R) 16-3-12 to 23-1-8, Interior(1) 23-1-8 to 29-11-4, Exterior(2R) 29-11-4 to 36-5-12, Interior(1) 36-5-12 to 47-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 5x6 4x6 8-1-10 8-1-10 16-0-12 7-11-2 19-2-12 3-2-0 29-8-4 10-5-8 37-8-14 8-0-10 46-0-0 8-3-2 8-1-10 8-1-10 16-0-12 7-11-2 22-10-8 6-9-12 29-8-4 6-9-12 37-8-14 8-0-10 46-0-0 8-3-2 46-10-8 0-10-8 1-3-8 12-0-0 1-1-8 12-0-0 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [4:0-4-8,0-1-12], [6:0-4-4,0-2-4], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.85 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.67 0.03 (loc) 14-15 14-15 10 l/defl >725 >483 n/a L/d 240 180 n/a PLATES MT20 Weight: 231 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-16,8-14,8-12,1-18: 2x3 SPF No.2, 1-19: 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 5-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 4-15, 5-15, 6-14, 8-14 REACTIONS. (size) 19=Mechanical, 15=0-3-8 (req. 0-4-2), 10=0-3-8 Max Horz 19=-207(LC 10) Max Uplift 19=-25(LC 12), 10=-28(LC 12) Max Grav 19=583(LC 23), 15=2625(LC 17), 10=1156(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-610/91, 3-4=-75/327, 4-5=0/456, 5-6=-499/155, 6-8=-700/146, 8-10=-1358/67, 1-19=-513/65 BOT CHORD 18-19=-122/349, 16-18=-17/497, 12-14=0/998, 10-12=0/998 WEBS 3-18=0/412, 3-16=-778/73, 4-16=-2/572, 4-15=-1090/0, 5-15=-1320/21, 5-14=0/1020, 8-14=-732/85, 8-12=0/435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-8-15, Interior(1) 4-8-15 to 16-0-12, Exterior(2R) 16-0-12 to 22-6-13, Interior(1) 22-6-13 to 29-8-4, Exterior(2R) 29-8-4 to 36-2-5, Interior(1) 36-2-5 to 46-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 21-8-12 2-7-12 24-4-8 2-7-12 29-8-4 5-3-12 37-8-14 8-0-10 46-0-0 8-3-2 8-1-10 8-1-10 16-0-12 7-11-2 22-10-8 6-9-12 29-8-4 6-9-12 37-8-14 8-0-10 46-0-0 8-3-2 46-10-8 0-10-8 1-3-8 12-0-0 1-1-8 12-0-0 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [4:0-5-12,0-2-0], [6:0-3-12,0-2-0], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.70 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.24 0.03 (loc) 10-12 10-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,3-18,8-14,8-12,1-20: 2x3 SPF No.2, 1-21: 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 5-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15. WEBS 1 Row at midpt 3-18, 4-16, 5-16, 6-14, 8-14 REACTIONS. All bearings 0-3-8 except (jt=length) 21=Mechanical, 16=5-3-8. (lb) - Max Horz 21=-207(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 21, 10 Max Grav All reactions 250 lb or less at joint(s) 17, 15 except 21=768(LC 17), 16=2276(LC 17), 10=1036(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-824/84, 3-4=-301/170, 4-5=0/404, 5-6=-314/171, 6-8=-514/165, 8-10=-1176/78, 1-21=-648/61 BOT CHORD 20-21=-118/358, 18-20=0/726, 15-16=-279/93, 14-15=-279/93, 12-14=0/852, 10-12=0/852 WEBS 3-20=0/376, 3-18=-742/76, 4-18=0/709, 4-16=-1130/0, 5-16=-1282/38, 5-14=0/1036, 8-14=-779/77, 8-12=0/479, 1-20=0/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-8-15, Interior(1) 4-8-15 to 16-0-12, Exterior(2R) 16-0-12 to 22-6-13, Interior(1) 22-6-13 to 29-8-4, Exterior(2R) 29-8-4 to 36-2-5, Interior(1) 36-2-5 to 46-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 5-5-8 37-8-14 8-0-10 46-0-0 8-3-2 8-1-10 8-1-10 16-0-12 7-11-2 22-10-8 6-9-12 29-8-4 6-9-12 37-8-14 8-0-10 46-0-0 8-3-2 46-10-8 0-10-8 1-3-8 12-0-0 1-1-8 12-0-0 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [4:0-4-4,0-2-4], [6:0-6-4,0-2-4], [10:0-8-1,0-0-3], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.69 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.24 0.03 (loc) 15-16 10-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-16,8-14,8-12,1-18: 2x3 SPF No.2, 1-19: 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 5-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 3-16, 4-16, 5-15, 6-15, 8-14 REACTIONS. (size) 19=Mechanical, 15=0-3-8 (req. 0-4-0), 10=0-3-8 Max Horz 19=-207(LC 10) Max Uplift 19=-17(LC 12), 10=-42(LC 12) Max Grav 19=924(LC 17), 15=2540(LC 17), 10=925(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1050/81, 3-4=-520/164, 4-5=-305/169, 5-6=0/383, 6-8=-349/176, 8-10=-996/88, 1-19=-800/59 BOT CHORD 18-19=-114/369, 16-18=0/917, 12-14=0/709, 10-12=0/709 WEBS 3-18=0/338, 3-16=-705/80, 5-16=0/1066, 5-15=-1312/15, 6-15=-1110/0, 6-14=0/734, 8-14=-798/75, 8-12=0/486, 1-18=0/592 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-8-15, Interior(1) 4-8-15 to 16-0-12, Exterior(2R) 16-0-12 to 22-10-5, Interior(1) 22-10-5 to 29-8-4, Exterior(2R) 29-8-4 to 36-2-5, Interior(1) 36-2-5 to 46-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 5x12 5x12 5x12 6x16 3x6 3x8 3x6 4x6 5x6 12x18 MT18HS 4x6 4-0-4 4-0-4 7-10-0 3-9-12 15-1-8 7-3-8 24-2-8 9-1-0 32-4-4 8-1-12 40-4-14 8-0-10 48-8-0 8-3-2 4-0-4 4-0-4 7-10-0 3-9-12 15-1-8 7-3-8 16-0-12 0-11-4 24-2-8 8-1-12 32-4-4 8-1-12 40-4-14 8-0-10 48-8-0 8-3-2 49-6-8 0-10-8 1-3-8 12-0-0 1-1-8 2-0-0 12-0-0 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [6:0-4-8,0-1-12], [9:0-4-8,0-1-12], [14:0-1-12,0-0-0], [14:Edge,0-10-2], [15:0-2-8,0-2-0], [21:0-6-12,0-2-4], [23:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.94 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.59 0.26 (loc) 21-22 21-22 14 l/defl >999 >989 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 250 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 4-23: 2x3 SPF No.2, 21-22,18-20,14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,7-19,7-17,9-17,12-14: 2x4 SPF No.2, 1-25: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 5-21 WEBS 1 Row at midpt 4-21, 6-19, 7-19, 7-17, 10-17 REACTIONS. (size) 25=Mechanical, 14=0-3-8 Max Horz 25=-216(LC 10) Max Grav 25=2164(LC 17), 14=2260(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2612/0, 3-4=-4297/0, 4-5=-3116/30, 5-6=-3033/124, 6-7=-2278/94, 7-9=-2071/98, 9-10=-2579/79, 10-12=-3046/0, 1-25=-2089/0, 12-14=-2126/31 BOT CHORD 24-25=-161/271, 4-22=0/929, 21-22=0/3704, 5-21=-265/236, 17-19=0/2350, 15-17=0/2408, 14-15=-29/467 WEBS 3-24=-1697/0, 22-24=0/2581, 3-22=0/1534, 4-21=-1260/38, 19-21=0/2437, 6-21=-118/1635, 7-19=-307/99, 7-17=-554/2, 9-17=0/986, 10-17=-559/85, 1-24=0/2061, 12-15=0/1988 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=49ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-0-2, Interior(1) 5-0-2 to 16-0-12, Exterior(2R) 16-0-12 to 22-11-5, Interior(1) 22-11-5 to 32-4-4, Exterior(2R) 32-4-4 to 39-2-13, Interior(1) 39-2-13 to 49-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 4x6 4x6 12x18 MT18HS 4x6 8-1-10 8-1-10 16-0-12 7-11-2 24-2-8 8-1-12 32-4-4 8-1-12 40-4-14 8-0-10 48-8-0 8-3-2 8-1-10 8-1-10 16-0-12 7-11-2 24-2-8 8-1-12 32-4-4 8-1-12 40-4-14 8-0-10 48-8-0 8-3-2 49-6-8 0-10-8 1-3-8 12-0-0 1-1-8 12-0-0 8.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-12], [7:0-5-12,0-1-4], [12:Edge,0-10-2], [12:0-1-12,0-0-0], [13:0-2-8,0-2-0], [20:0-2-8,0-2-0], [21:0-0-0,0-1-12], [21:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.98 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.42 0.13 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 231 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,3-18,9-15,9-13,1-20,10-13: 2x3 SPF No.2, 1-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-12 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-16, 9-15 REACTIONS. (size) 21=Mechanical, 12=0-3-8 Max Horz 21=-216(LC 10) Max Grav 21=2250(LC 17), 12=2306(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3037/3, 3-4=-2638/80, 4-5=-2360/96, 5-7=-2360/96, 7-9=-2656/79, 9-10=-3118/0, 1-21=-2120/8, 10-12=-2174/31 BOT CHORD 20-21=-107/425, 18-20=0/2574, 16-18=0/2186, 15-16=0/2127, 13-15=0/2468, 12-13=-26/464 WEBS 3-18=-504/86, 4-18=0/661, 4-16=-4/592, 5-16=-550/91, 7-16=-2/569, 7-15=0/686, 9-15=-551/84, 1-20=0/2168, 10-13=0/2049 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=49ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-0-2, Interior(1) 5-0-2 to 16-0-12, Exterior(2R) 16-0-12 to 22-11-5, Interior(1) 22-11-5 to 32-4-4, Exterior(2R) 32-4-4 to 39-2-13, Interior(1) 39-2-13 to 49-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 12x18 MT18HS 4x6 4x6 8-1-10 8-1-10 16-0-12 7-11-2 24-2-8 8-1-12 32-4-4 8-1-12 40-4-14 8-0-10 48-8-0 8-3-2 8-1-10 8-1-10 16-0-12 7-11-2 24-2-8 8-1-12 32-4-4 8-1-12 40-4-14 8-0-10 48-8-0 8-3-2 1-3-8 12-0-0 1-1-8 12-0-0 8.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-12], [7:0-4-8,0-1-12], [10:Edge,0-10-2], [11:0-1-12,0-0-0], [12:0-2-8,0-2-0], [19:0-2-8,0-2-0], [20:0-0-0,0-1-12], [20:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.98 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.42 0.13 (loc) 14-15 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 230 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,4-15,5-15,7-15,7-14: 2x4 SPF No.2, 1-20,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-12 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 9-14 REACTIONS. (size) 20=Mechanical, 11=0-3-8 Max Horz 20=-208(LC 10) Max Grav 20=2250(LC 17), 11=2251(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3037/3, 3-4=-2639/80, 4-5=-2361/96, 5-7=-2361/96, 7-9=-2660/79, 9-10=-3117/0, 1-20=-2121/8, 10-11=-2118/8 BOT CHORD 19-20=-103/419, 17-19=0/2568, 15-17=0/2181, 14-15=0/2122, 12-14=0/2480, 11-12=-20/342 WEBS 3-17=-504/86, 4-17=0/661, 4-15=-4/593, 5-15=-551/91, 7-15=-5/569, 7-14=0/692, 9-14=-561/86, 1-19=0/2168, 10-12=0/2153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=49ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-0-2, Interior(1) 5-0-2 to 16-0-12, Exterior(2R) 16-0-12 to 22-11-5, Interior(1) 22-11-5 to 32-4-4, Exterior(2R) 32-4-4 to 39-2-13, Interior(1) 39-2-13 to 48-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 24-2-8 8-1-12 32-4-4 8-1-12 40-2-0 7-9-12 8-1-10 8-1-10 16-0-12 7-11-2 24-2-8 8-1-12 32-4-4 8-1-12 40-2-0 7-9-12 1-3-8 12-0-0 6-9-8 12-0-0 8.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-3-8], [7:0-4-0,0-2-6], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.85 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.29 0.08 (loc) 9-10 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 220 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,6-7: 2x6 SPF No.2, 7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 2100F 1.8E *Except* 3-15,3-13,1-15: 2x3 SPF No.2, 4-13,5-12,7-10: 2x4 SPF No.2 1-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-1 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 4-12, 5-12, 7-12, 7-9 REACTIONS. (size) 16=Mechanical, 9=0-3-8 Max Horz 16=262(LC 11) Max Grav 16=1871(LC 17), 9=1883(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2469/8, 3-4=-2021/85, 4-5=-1594/102, 5-7=-1593/102, 1-16=-1743/11, 8-9=-271/129 BOT CHORD 15-16=-195/393, 13-15=-65/2085, 12-13=-22/1663, 10-12=-13/1085, 9-10=-14/1080 WEBS 3-13=-550/84, 4-13=0/690, 5-12=-569/88, 7-12=-2/986, 7-10=0/499, 1-15=0/1707, 7-9=-1898/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-1-15, Interior(1) 4-1-15 to 16-0-12, Exterior(2R) 16-0-12 to 21-8-15, Interior(1) 21-8-15 to 32-4-4, Exterior(2R) 32-4-4 to 38-0-7, Interior(1) 38-0-7 to 40-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.40 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud 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) 8=0-3-8, 6=0-3-8 Max Horz 8=-176(LC 10) Max Uplift 8=-12(LC 12), 6=-12(LC 12) Max Grav 8=641(LC 1), 6=641(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/91, 3-4=-553/91, 2-8=-577/96, 4-6=-577/96 BOT CHORD 7-8=-155/371 WEBS 3-7=0/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 7-4-12, Exterior(2R) 7-4-12 to 10-4-12, Interior(1) 10-4-12 to 15-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 -0-10-8 0-10-8 5-4-12 5-4-12 10-7-0 5-2-4 17-2-0 6-7-0 22-3-8 5-1-8 27-7-8 5-4-0 1-5-0 12-0-0 1-6-8 12-0-0 12.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [6:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 1.00 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.81 0.01 (loc) 13-14 13-14 9 l/defl >352 >215 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-13,7-10,4-14,7-9: 2x3 SPF No.2, 2-14,8-9: 2x4 SPF-S Stud 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 10-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 4-13, 5-11, 6-11, 7-10, 4-14, 7-9 REACTIONS. (size) 11=0-3-8, 14=0-3-8, 9=0-3-8 Max Horz 14=232(LC 11) Max Uplift 11=-1(LC 12), 14=-2(LC 12) Max Grav 11=1152(LC 17), 14=783(LC 25), 9=682(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-470/114, 4-5=-485/109, 6-7=-410/108, 7-8=-392/79, 2-14=-468/110, 8-9=-351/60 BOT CHORD 13-14=-55/491, 11-13=-10/343, 9-10=0/321 WEBS 5-13=0/640, 5-11=-741/14, 6-11=-779/0, 6-10=0/674, 4-14=-289/17, 7-9=-256/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 10-7-0, Exterior(2R) 10-7-0 to 14-9-15, Interior(1) 14-9-15 to 17-2-0, Exterior(2R) 17-2-0 to 21-4-15, Interior(1) 21-4-15 to 27-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.36 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 4=0-3-8 Max Horz 6=-130(LC 10) Max Grav 6=547(LC 1), 4=547(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-516/75, 2-3=-531/74, 1-6=-490/64, 3-4=-482/67 WEBS 2-5=0/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-8-6, Exterior(2R) 6-8-6 to 9-8-6, Interior(1) 9-8-6 to 13-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.38 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud 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) 8=0-3-8, 6=0-3-8 Max Horz 8=-139(LC 10) Max Uplift 8=-12(LC 12), 6=-12(LC 12) Max Grav 8=630(LC 1), 6=630(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-563/74, 3-4=-563/74, 2-8=-567/91, 4-6=-567/91 BOT CHORD 7-8=-124/355, 6-7=-86/262 WEBS 3-7=0/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 7-3-2, Exterior(2R) 7-3-2 to 10-3-2, Interior(1) 10-3-2 to 15-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.39 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud 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) 8=0-3-8, 6=0-3-8 Max Horz 8=-139(LC 10) Max Uplift 8=-12(LC 12), 6=-12(LC 12) Max Grav 8=633(LC 1), 6=633(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/74, 3-4=-566/74, 2-8=-569/90, 4-6=-569/90 BOT CHORD 7-8=-125/358, 6-7=-86/265 WEBS 3-7=0/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 7-3-8, Exterior(2R) 7-3-8 to 10-3-8, Interior(1) 10-3-8 to 15-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 2-6-4 27-7-8 10-5-8 -0-10-8 0-10-8 5-4-12 5-4-12 10-7-0 5-2-4 17-2-0 6-7-0 22-3-8 5-1-8 27-7-8 5-4-0 28-7-8 1-0-0 1-5-0 12-0-0 1-6-8 12-0-0 12.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [6:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 1.00 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.81 0.01 (loc) 15-16 15-16 11 l/defl >352 >215 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-15,7-12,4-16,7-11: 2x3 SPF No.2, 2-16,9-11: 2x4 SPF-S Stud 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 10-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 4-15, 5-13, 6-13, 7-12, 4-16, 7-11 REACTIONS. (size) 13=0-3-8, 16=0-3-8, 11=0-3-8 Max Horz 16=239(LC 11) Max Uplift 16=-15(LC 12), 11=-19(LC 12) Max Grav 13=1152(LC 17), 16=785(LC 25), 11=752(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-469/115, 4-5=-492/123, 6-7=-414/126, 7-9=-420/122, 2-16=-468/111, 9-11=-439/119 BOT CHORD 15-16=-41/501, 13-15=-13/352, 12-13=-27/254, 11-12=0/323 WEBS 5-15=0/640, 5-13=-742/1, 6-13=-772/0, 6-12=0/668, 4-16=-295/23 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 10-7-0, Exterior(2R) 10-7-0 to 14-9-15, Interior(1) 14-9-15 to 17-2-0, Exterior(2R) 17-2-0 to 21-4-15, Interior(1) 21-4-15 to 28-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=5-5-10, 4=5-5-10, 6=5-5-10 Max Horz 2=-54(LC 10) Max Uplift 2=-22(LC 12), 4=-22(LC 12) Max Grav 2=158(LC 1), 4=158(LC 1), 6=167(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 25,2021 BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-7-8. (lb) - Max Horz 1=-68(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 except 1=-220(LC 17), 7=-195(LC 24) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 2=399(LC 1), 6=399(LC 1), 10=291(LC 1), 8=291(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 6-9-12, Exterior(2R) 6-9-12 to 9-9-12, Interior(1) 9-9-12 to 13-3-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8 except (jt=lb) 1=220, 7=195. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 25,2021 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.06 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-3-8. (lb) - Max Horz 1=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 except 1=-160(LC 17), 9=-128(LC 24) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 12, 13, 14, 11, 10 except 2=313(LC 1), 8=313(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 8-1-12, Exterior(2R) 8-1-12 to 11-1-12, Interior(1) 11-1-12 to 15-11-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10 except (jt=lb) 1=160, 9=128. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 25,2021 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-1-10. (lb) - Max Horz 2=-68(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=256(LC 1), 10=296(LC 23), 8=296(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 6-9-12, Exterior(2R) 6-9-12 to 9-9-12, Interior(1) 9-9-12 to 13-3-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 25,2021 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.06 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-3-8. (lb) - Max Horz 1=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 except 1=-160(LC 17), 9=-128(LC 24) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 12, 13, 14, 11, 10 except 2=313(LC 1), 8=313(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 8-1-12, Exterior(2R) 8-1-12 to 11-1-12, Interior(1) 11-1-12 to 15-11-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10 except (jt=lb) 1=160, 9=128. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 25,2021 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.09 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-9-10. (lb) - Max Horz 2=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=347(LC 23), 8=347(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-260/111, 5-8=-260/111 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 8-1-12, Exterior(2R) 8-1-12 to 11-1-12, Interior(1) 11-1-12 to 15-11-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 25,2021 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-7-0 except (jt=length) 5=0-3-8, 5=0-3-8. (lb) - Max Horz 1=54(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 4 except 1=-189(LC 17), 2=-105(LC 12), 5=-131(LC 18), 5=-120(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 5 except 2=342(LC 17), 4=296(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=189, 2=105, 5=131. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 25,2021 Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=5-5-10, 4=5-5-10, 6=5-5-10 Max Horz 2=-54(LC 10) Max Uplift 2=-22(LC 12), 4=-22(LC 12) Max Grav 2=158(LC 1), 4=158(LC 1), 6=167(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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. 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 25,2021 TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.12 0.08 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 19, 20, 21 REACTIONS. All bearings 15-6-0. (lb) - Max Horz 1=130(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 14, 12, 15, 11, 13 except 16=301(LC 17), 10=301(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-4-4 to 3-4-4, Exterior(2N) 3-4-4 to 7-9-0, Corner(3R) 7-9-0 to 10-9-0 , Exterior(2N) 10-9-0 to 15-1-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 16, 11, 10. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.41 0.19 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-0-10. (lb) - Max Horz 1=139(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=300(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-299/207 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-4-2 to 3-4-2, Exterior(2N) 3-4-2 to 7-11-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 3x4 3x4 3x6 5x6 5x6 46-0-0 46-0-0 16-0-12 16-0-12 29-8-4 13-7-8 46-0-0 16-3-12 46-10-8 0-10-8 1-3-8 12-0-0 1-1-8 12-0-0 8.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-0-2], [18:0-4-4,0-2-4], [37:0-0-0,0-1-12], [38:0-2-4,0-0-4], [38:0-1-12,0-0-0], [45:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.09 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 28 28 29 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 1045 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 27-29: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 18-38,17-39,16-40,15-41,14-42,13-43,12-44,10-46,19-36: 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.): 11-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-38, 17-39, 16-40, 15-41, 14-42, 13-43, 12-44, 10-46, 9-47, 8-48, 19-36, 20-35 REACTIONS. All bearings 46-0-0. (lb) - Max Horz 54=-215(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 54, 29, 43, 47, 48, 49, 50, 51, 52, 53, 36, 35, 34, 33, 32, 31, 30 Max Grav All reactions 250 lb or less at joint(s) 54, 29, 38, 39, 40, 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 53, 36, 35, 34, 33, 32, 31, 30 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-181/295, 11-12=-157/261, 12-13=-157/261, 13-14=-157/261, 14-15=-157/261, 15-16=-157/261, 16-17=-157/261, 17-18=-157/261, 18-19=-182/297, 19-20=-156/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=46ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-4 to 4-8-7, Exterior(2N) 4-8-7 to 16-0-12, Corner(3R) 16-0-12 to 20-7-15, Exterior(2N) 20-7-15 to 29-8-4, Corner(3R) 29-8-4 to 34-3-7, Exterior(2N) 34-3-7 to 46-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 54, 29, 43, 47, 48, 49, 50, 51, 52, 53, 36, 35, 34, 33, 32, 31, 30. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 3x8 5x8 3x6 3x6 6x8 3x4 5x8 3x6 8-3-2 8-3-2 16-3-12 8-0-10 19-4-0 3-0-4 24-5-8 5-1-8 32-7-4 8-1-12 40-6-6 7-11-2 48-8-0 8-1-10 -0-10-8 0-10-8 8-3-2 8-3-2 16-3-12 8-0-10 24-5-8 8-1-12 32-7-4 8-1-12 40-6-6 7-11-2 48-8-0 8-1-10 1-1-8 12-0-0 1-3-8 12-0-0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-4-0,Edge], [3:0-0-0,0-1-12], [5:0-7-8,0-1-12], [7:0-4-0,Edge], [8:0-6-0,0-1-8], [11:0-3-8,Edge], [13:0-2-8,0-1-8], [17:0-0-0,0-1-12], [18:0-2-8,0-3-0], [29:0-2-8,0-1-8], [52:0-1-3,0-1-0], [55:0-1-3,0-1-0], [63:0-1-8,0-0-0], [67:0-1-3,0-1-0], [69:0-1-3,0-1-0], [71:0-1-3,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.64 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.23 0.02 (loc) 27-29 27-29 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 1164 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-27,5-22,6-22,8-22,8-18: 2x4 SPF No.2, 2-30,11-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-27, 5-22, 6-22, 8-22, 8-18, 9-18 REACTIONS. All bearings 29-4-0 except (jt=length) 30=0-3-8, 25=0-3-8. (lb) - Max Horz 30=216(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 30, 22, 18, 24, 14, 25 Max Grav All reactions 250 lb or less at joint(s) 19, 20, 21, 23, 24, 16, 15, 25 except 30=992(LC 17), 22=1662(LC 17), 18=418(LC 18), 13=613(LC 18), 12=339(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1095/26, 4-5=-470/107, 5-6=0/316, 6-8=0/315, 8-9=-112/257, 2-30=-870/46, 11-12=-264/42 BOT CHORD 29-30=-113/507, 27-29=0/946, 25-27=-3/371, 24-25=-3/371, 23-24=-3/371, 22-23=-3/371 WEBS 4-29=0/374, 4-27=-738/80, 5-27=0/695, 5-22=-1087/3, 6-22=-563/91, 8-22=-306/23, 8-18=-260/13, 9-13=-348/81, 2-29=0/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=49ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 3-11-14, Interior(1) 3-11-14 to 16-3-12, Exterior(2R) 16-3-12 to 23-2-5, Interior(1) 23-2-5 to 32-7-4, Exterior(2R) 32-7-4 to 39-5-13, Interior(1) 39-5-13 to 48-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) The Fabrication Tolerance at joint 5 = 12% 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 22, 18, 24, Continued 14, 25. on page 2 March 25,2021 16-0-12 32-4-4 16-3-8 40-2-0 7-9-12 1-3-8 12-0-0 6-9-8 12-0-0 8.00 12 Plate Offsets (X,Y)-- [10:0-0-0,0-1-12], [10:0-4-8,0-2-8], [11:0-1-12,0-0-0], [20:0-4-4,0-2-4], [33:0-1-12,0-0-0], [34:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.16 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 25 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 1036 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 8-41,7-42,6-43,5-44,4-45,2-46,22-27,23-26: 2x3 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.): 10-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-29, 19-30, 17-31, 16-32, 15-33, 14-35, 13-36, 12-37, 11-38, 9-40, 8-41, 21-28, 22-27 REACTIONS. All bearings 40-2-0. (lb) - Max Horz 47=263(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 25, 30, 37, 40, 41, 42, 43, 44, 28, 27, 26 except 47=-150(LC 10), 46=-127(LC 9) Max Grav All reactions 250 lb or less at joint(s) 25, 29, 30, 31, 32, 33, 35, 36, 37, 38, 40, 41, 42, 43, 44, 45, 28, 27, 26 except 47=267(LC 11), 46=289(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-264/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-4 to 4-4-4, Exterior(2N) 4-4-4 to 16-0-12, Corner(3R) 16-0-12 to 20-4-4, Exterior(2N) 20-4-4 to 32-4-4, Corner(3R) 32-4-4 to 36-4-4, Exterior(2N) 36-4-4 to 40-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 30, 37, 40, 41, 42, 43, 44, 28, 27, 26 except (jt=lb) 47=150, 46=127. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.12 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-10: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. All bearings 13-1-8. (lb) - Max Horz 17=188(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 10, 13, 14, 15, 12, 11 except 17=-214(LC 10), 16=-183(LC 9) Max Grav All reactions 250 lb or less at joint(s) 10, 14, 15, 12, 11 except 17=335(LC 11), 13=252(LC 12), 16=278(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-173/304, 6-7=-173/304 WEBS 6-13=-358/145 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 7-4-0, Corner(3R) 7-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 13-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 13, 14, 15, 12, 11 except (jt=lb) 17=214, 16=183. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.05 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 190 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 14-6-4. (lb) - Max Horz 20=-139(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 7-3-2, Corner(3R) 7-3-2 to 10-3-2, Exterior(2N) 10-3-2 to 15-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.05 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 14-7-0. (lb) - Max Horz 20=-139(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 7-3-8, Corner(3R) 7-3-8 to 10-3-8, Exterior(2N) 10-3-8 to 15-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.08 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 225 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-16 REACTIONS. All bearings 14-9-8. (lb) - Max Horz 20=176(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 except 16=278(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-142/305, 6-7=-142/305 WEBS 6-16=-363/114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 7-4-12, Corner(3R) 7-4-12 to 10-4-12, Exterior(2N) 10-4-12 to 15-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 3x4 3x4 3x4 3x4 2-4-0 2-4-0 10-7-0 10-7-0 14-7-12 4-0-12 17-2-0 2-6-4 27-7-8 10-5-8 -0-10-8 0-10-8 5-4-12 5-4-12 10-7-0 5-2-4 12-7-12 2-0-12 14-11-12 2-4-0 17-2-0 2-2-4 22-3-8 5-1-8 27-7-8 5-4-0 28-7-8 1-0-0 1-5-0 12-0-0 1-6-8 12-0-0 12.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [8:0-6-4,0-1-12], [27:0-1-14,0-1-0], [30:0-1-14,0-1-0], [39:0-1-15,0-1-0], [42:0-1-15,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 1.00 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.81 0.01 (loc) 17-18 17-18 13 l/defl >351 >215 n/a L/d 240 180 n/a PLATES MT20 Weight: 675 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,5-15,8-15,8-14: 2x4 SPF No.2, 2-18,11-13: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 25-26: 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.): 5-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 10-0-0 oc bracing: 15-17. WEBS 1 Row at midpt 4-17, 8-20, 9-14, 4-18, 9-13 JOINTS 1 Brace at Jt(s): 20, 47, 48, 49 REACTIONS. (size) 15=0-3-8, 18=0-3-8, 13=0-3-8 Max Horz 18=239(LC 11) Max Uplift 18=-10(LC 12), 13=-13(LC 12) Max Grav 15=1188(LC 17), 18=765(LC 18), 13=734(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-462/115, 4-5=-473/117, 8-9=-394/118, 9-11=-412/122, 2-18=-461/111, 11-13=-432/119 BOT CHORD 17-18=-32/489, 15-17=-19/333, 13-14=0/310 WEBS 4-17=-252/146, 5-17=0/649, 5-47=-671/2, 15-47=-736/5, 15-20=-812/0, 8-20=-677/0, 8-14=0/679, 4-18=-283/13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 10-7-0, Exterior(2R) 10-7-0 to 15-1-0, Interior(1) 15-1-0 to 17-2-0, Exterior(2R) 17-2-0 to 21-4-15, Interior(1) 21-4-15 to 28-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 18 and 13 lb uplift at joint 13. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021