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HomeMy WebLinkAboutI44884129.108_Bear_Creek16023 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). February 19,2021 Liu, Xuegang Pages or sheets covered by this seal: I44884129 thru I44884182 My license renewal date for the state of Indiana is July 31, 2022. 108_Bear_Creek 108 Bear Creek 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 108_BEAR_CREEK Truss GE01 Truss Type GABLE Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884129 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:02 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-HDaoLN?WzTdHSFOyAhi?pV9qkck6d9XZxFQEu_zjbb3 Scale: 1/4"=1' 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 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 3x4 3x6 3x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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 108_BEAR_CREEK Truss GE02 Truss Type GABLE Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884130 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:04 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-DchYm30mV4t?iYYLI6kTuwEAiQPX53ZsOZvLyszjbb1 Scale = 1:41.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 3x8 4x6 3x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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 108_BEAR_CREEK Truss GE03 Truss Type GABLE Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884131 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:05 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-ioFw_P1PFO0sJi7XsqFiR7nLeqlhqXE0dDeuUJzjbb0 Scale: 3/4"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 3x4 3x4 2x4 3x6 2x4 2x4 2x4 5-11-8 5-11-8 6-10-8 0-11-0 2-5-14 0-9-0 3.50 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 108_BEAR_CREEK Truss GE04 Truss Type ROOF SPECIAL SUPPORT Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884132 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:05 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-ioFw_P1PFO0sJi7XsqFiR7nLxqlIqXy0dDeuUJzjbb0 Scale = 1:9.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x4 3x4 3x6 2-0-0 2-0-0 2-11-0 0-11-0 1-4-0 0-9-0 3.50 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 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 108_BEAR_CREEK Truss GE05 Truss Type GABLE Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884133 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:06 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-A_pIBl210i8ixsikPXmxzLKVJD5LZzs9stOS1lzjbb? Scale = 1:30.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-6-0 8-6-0 -0-11-0 0-11-0 4-3-0 4-3-0 8-6-0 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 108_BEAR_CREEK Truss GE06 Truss Type GABLE Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884134 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:07 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-eBNhP53fn?GZZ0HwzFHAWYsdndKuIM9J4X7?ZBzjbb_ Scale = 1:55.5 Sheet Front Right Option 9-2-3 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 17 16 14 13 12 11 10 9 28 31 32 15 4x6 3x6 3x8 3x4 3x4 3x8 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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 108_BEAR_CREEK Truss GE07 Truss Type GABLE Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884135 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:08 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-6Nx3cR3HYJOQAAs6XypP2mPnD1gK1tiSJBtZ4ezjbaz Scale = 1:19.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 7 6 13 14 4x6 4x6 4x6 2x4 2x4 2x4 2x4 2x4 8-6-0 8-6-0 -0-11-0 0-11-0 4-3-0 4-3-0 8-6-0 4-3-0 9-5-0 0-11-0 0-9-0 2-2-0 0-9-0 4.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [4:0-0-9,0-1-12], [6:0-0-0,0-1-12], [7:0-0-0,0-1-12] 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 108_BEAR_CREEK Truss GE08 Truss Type GABLE Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884136 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:09 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-aZVRpn4vJdWHoKRI5fKebzy0SR6wmIqbYrc6d4zjbay Scale = 1:54.1 Sheet Front Left Option 11-3-6 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 29 28 27 26 25 24 23 22 21 20 19 18 30 33 31 32 34 35 36 37 3x4 5x6 5x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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 108_BEAR_CREEK Truss J01 Truss Type JACK-CLOSED GIRDER Qty 4 Ply 1 108 Bear Creek Job Reference (optional) I44884137 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:10 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-2m3p165X4we8QT?VeNrt8BUBIrQKVnxlmVMf9Wzjbax Scale = 1:14.2 1 2 3 4 7 6 5 8 9 3x4 3x4 4x6 2x4 2x4 2x4 0-1-4 1-4-13 1-4-13 3-10-8 2-5-11 -0-11-0 0-11-0 1-4-13 1-4-13 3-10-8 2-5-11 1-1-3 2-1-15 2-3-3 2-1-15 0-3-8 10.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [5:0-2-0,0-0-10] 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 108_BEAR_CREEK Truss J01 Truss Type JACK-CLOSED GIRDER Qty 4 Ply 1 108 Bear Creek Job Reference (optional) I44884137 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:11 2021 Page 2 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-WydBES69rEm?2dahC4M6gO1M1EmZEEBu?95Dhyzjbaw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=2(B) 9=0(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 108_BEAR_CREEK Truss J02 Truss Type JACK-CLOSED Qty 4 Ply 1 108 Bear Creek Job Reference (optional) I44884138 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:11 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-WydBES69rEm?2dahC4M6gO1LxEmqEE3u?95Dhyzjbaw Scale = 1:21.0 1 2 3 4 7 6 5 3x4 3x6 4x6 2x4 2x4 2x4 0-1-13 1-11-4 1-11-4 3-0-0 1-0-12 3-10-8 0-10-8 -0-11-0 0-11-0 3-0-0 3-0-0 3-10-8 0-10-8 1-1-3 3-5-6 3-7-3 3-5-6 0-3-8 10.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-1-15,0-0-10] 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 108_BEAR_CREEK Truss J03 Truss Type JACK-CLOSED Qty 26 Ply 1 108 Bear Creek Job Reference (optional) I44884139 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:12 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-_8AaSo7ocYusfn9tmotLDcaVke6tzh42EprmDPzjbav Scale = 1:24.7 1 2 3 5 4 3x6 3x6 2x4 2x4 3-10-8 3-10-8 -0-11-0 0-11-0 3-10-8 3-10-8 1-1-3 4-3-15 0-3-8 10.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-1-14,0-0-10] 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 108_BEAR_CREEK Truss J04 Truss Type JACK-OPEN Qty 4 Ply 1 108 Bear Creek Job Reference (optional) I44884140 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:12 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-_8AaSo7ocYusfn9tmotLDcaY8e8Uzhh2EprmDPzjbav Scale = 1:14.3 1 2 5 3 3x4 4 3x4 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 0-11-3 2-3-3 1-10-0 2-3-3 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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 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 108_BEAR_CREEK Truss J05 Truss Type JACK-OPEN Qty 2 Ply 1 108 Bear Creek Job Reference (optional) I44884141 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:13 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-TLkyf87QNr0jHxk4KVOalp6iI2Umi8xBTTaKmrzjbau Scale = 1:14.3 1 2 5 3 4 3x4 3x4 2-2-9 2-2-9 -1-5-10 1-5-10 2-2-9 2-2-9 1-1-3 2-3-0 6.25 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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 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 108_BEAR_CREEK Truss J06 Truss Type Jack-Open Qty 2 Ply 1 108 Bear Creek Job Reference (optional) I44884142 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:14 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-xXIKtU82898av5JGtDwpI1fs2Sq?RbBLh7KtIHzjbat Scale = 1:14.3 1 2 5 3 4 3x4 3x4 2-2-9 2-2-9 -1-5-10 1-5-10 2-2-9 2-2-9 1-1-3 2-3-0 6.25 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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 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 108_BEAR_CREEK Truss J10 Truss Type JACK-OPEN Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884143 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:14 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-xXIKtU82898av5JGtDwpI1fsASpXRbBLh7KtIHzjbat Scale = 1:11.2 1 2 5 6 3 4 3x8 3-2-7 3-2-7 -1-5-9 1-5-9 3-2-7 3-2-7 0-10-0 1-8-0 1-4-0 1-8-0 3.12 12 Plate Offsets (X,Y)-- [2:0-0-5,0-1-4], [5:0-0-0,0-1-4] 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 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 108_BEAR_CREEK Truss J11 Truss Type JACK-OPEN Qty 2 Ply 1 108 Bear Creek Job Reference (optional) I44884144 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:15 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-Pjsi4q9gvTGRWFuSRwR2qEC2?sAXA2QUwn3Qqkzjbas Scale = 1:11.2 1 2 5 3 3x8 4 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 0-10-0 1-8-0 1-3-9 1-8-0 5.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-4], [5:0-0-0,0-1-4] 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 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 108_BEAR_CREEK Truss J12 Truss Type HIP GIRDER Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884145 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:16 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-twQ4HAAIgmOI8OTf?eyHNSkBrFTyvVNd9Rp_MAzjbar Scale = 1:12.8 1 2 3 4 6 5 7 8 9 4x6 3x4 4x6 3x8 2x4 3x8 0-1-6 2-9-0 2-9-0 5-4-8 2-7-8 -0-11-0 0-11-0 2-9-0 2-9-0 5-4-8 2-7-8 0-9-0 1-6-10 1-8-0 1-1-2 0-5-8 1-6-10 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-14], [5:Edge,0-2-0] 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 108_BEAR_CREEK Truss J12 Truss Type HIP GIRDER Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884145 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:16 2021 Page 2 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-twQ4HAAIgmOI8OTf?eyHNSkBrFTyvVNd9Rp_MAzjbar LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=0(B) 7=-2(B) 8=0(B) 9=-4(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 108_BEAR_CREEK Truss M01 Truss Type MONOPITCH Qty 6 Ply 1 108 Bear Creek Job Reference (optional) I44884146 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:16 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-twQ4HAAIgmOI8OTf?eyHNSkCkFUsvVMd9Rp_MAzjbar Scale = 1:12.2 1 2 3 5 4 2x4 3x6 2x4 3-4-8 3-4-8 -0-11-0 0-11-0 3-4-8 3-4-8 0-9-0 1-10-8 0-3-8 4.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-10] 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 108_BEAR_CREEK Truss M02 Truss Type MONOPITCH Qty 4 Ply 1 108 Bear Creek Job Reference (optional) I44884147 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:17 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-L6_TVWAwR4W9mY2rZLTWwfHKtfoTeyPnO5YXvczjbaq Scale = 1:17.4 1 2 3 5 4 2x4 3x6 2x4 5-4-8 5-4-8 -0-11-0 0-11-0 5-4-8 5-4-8 0-9-0 2-6-8 0-3-8 4.00 12 Plate Offsets (X,Y)-- [4:0-1-15,0-0-10] 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 108_BEAR_CREEK Truss T01 Truss Type HIP Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884149 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:18 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-pIYrisBYCOe0Nid162_lStqT933_NHpwckI4R2zjbap Scale = 1:51.5 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 4x8 4x8 3x6 3x4 3x4 3x4 3x4 3x4 4x8 3x4 4x8 0-1-12 9-0-11 9-0-11 10-10-5 1-9-11 19-11-0 9-0-11 -0-11-0 0-11-0 4-2-7 4-2-7 9-0-11 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss T02 Truss Type COMMON Qty 7 Ply 1 108 Bear Creek Job Reference (optional) I44884150 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:19 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-HU5DwBCByhms?sBDgmV_?4MeaTLZ6km4rO1ezVzjbao Scale = 1:57.8 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x6 3x8 3x4 3x4 3x4 4x8 3x4 4x8 9-11-8 9-11-8 19-11-0 9-11-8 -0-11-0 0-11-0 2-2-6 2-2-6 4-2-4 1-11-14 9-11-8 5-9-4 15-8-12 5-9-4 17-8-10 1-11-14 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss T03 Truss Type COMMON Qty 2 Ply 1 108 Bear Creek Job Reference (optional) I44884151 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:20 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-mhfb7XDpj?vjd0mQET0DXIvpKthmrBxD42nBVxzjban Scale = 1:57.8 1 2 3 4 5 6 10 9 8 7 11 12 3x4 4x6 3x6 3x8 3x4 3x4 4x8 3x4 4x8 9-11-8 9-11-8 19-11-0 9-11-8 4-2-4 4-2-4 9-11-8 5-9-4 15-8-12 5-9-4 19-11-0 4-2-4 20-10-0 0-11-0 1-1-3 9-4-12 1-1-3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss T04 Truss Type COMMON Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884152 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:21 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-EtDzLtERUJ1aEALcoBYS4VR_vG2NaeYMIiWl2Nzjbam Scale = 1:57.8 1 2 3 4 5 6 10 9 8 7 11 12 3x4 4x6 3x6 3x8 3x4 3x4 4x8 4x8 3x4 9-6-8 9-6-8 19-6-0 9-11-8 3-9-4 3-9-4 9-6-8 5-9-4 15-3-12 5-9-4 19-6-0 4-2-4 20-5-0 0-11-0 1-5-6 9-4-12 1-1-3 10.00 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 108_BEAR_CREEK Truss T06 Truss Type COMMON Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884153 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:22 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-i3nMYDE3Fc9RsJwoLu3hdj_DPgNYJAaWXMGIaqzjbal Scale = 1:37.1 1 2 3 4 5 6 7 8 9 11 10 12 13 14 15 4x6 5x8 4x6 3x6 3x8 2x4 2x4 5x8 4x6 9-9-8 9-9-8 19-7-0 9-9-8 -0-11-0 0-11-0 5-0-11 5-0-11 9-9-8 4-8-14 14-6-6 4-8-13 19-7-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss T07 Truss Type COMMON Qty 2 Ply 1 108 Bear Creek Job Reference (optional) I44884154 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:23 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-AGLkmZFh0wHIUTV?vcaw9wXMG4rN2glfm0?r6Gzjbak Scale = 1:15.7 1 2 3 6 5 4 7 8 3x6 4x6 3x6 2x4 4-3-0 4-3-0 8-6-0 4-3-0 4-3-0 4-3-0 8-6-0 4-3-0 0-9-0 2-2-0 0-9-0 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip 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 108_BEAR_CREEK Truss T08 Truss Type ROOF SPECIAL Qty 9 Ply 1 108 Bear Creek Job Reference (optional) I44884155 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:23 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-AGLkmZFh0wHIUTV?vcaw9wXKn4qq2gsfm0?r6Gzjbak 1 Scale = 1:16.4 2 3 5 4 2x4 3x8 2x4 5-11-8 5-11-8 5-11-8 5-11-8 6-10-8 0-11-0 2-5-14 0-3-8 0-9-0 3.50 12 Plate Offsets (X,Y)-- [5:0-2-11,0-0-2] 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 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 108_BEAR_CREEK Truss T09 Truss Type HIP Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884156 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:24 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-eSv6zvGJnEP95d4BTJ59i83VoU?anuGp?glPeizjbaj Scale = 1:66.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 5x6 3x6 3x8 MT18HS 4x8 3x12 3x6 3x4 3x6 4x8 3x12 10x10 10x10 5x6 3x8 MT18HS 7-7-2 7-7-2 17-11-8 10-4-6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss T10 Truss Type HIP Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884157 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:25 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-6eTUAFHxYXX0jnfN11cPELccguL?WQUyDKUyB8zjbai Scale = 1:70.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 5x6 5x6 3x8 MT18HS 3x8 3x8 2x4 3x8 3x8 3x8 10x16 MT18HS 3x8 MT18HS 10x16 MT18HS 0-1-15 10-1-2 10-1-2 17-11-8 7-10-6 25-9-14 7-10-6 35-11-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss T11 Truss Type HIP Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884158 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:27 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-21aFbxIC49nky5pm8RetKmhxEh6y_MhFhez3F1zjbag Scale: 3/16"=1' 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 3x6 5x6 5x6 3x6 10x10 3x6 3x6 3x6 3x8 3x4 3x8 3x6 3x6 3x6 10x10 0-1-15 6-10-0 6-10-0 12-7-2 5-9-2 23-3-14 10-8-12 29-1-0 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 108_BEAR_CREEK Truss T12 Truss Type HIP Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884159 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:28 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-XD8dpGJqrSvbaEOyi9A6s_E6a5RyjpAOvIjcnTzjbaf Scale = 1:70.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 3x6 5x8 5x6 3x6 10x16 MT18HS 3x6 3x6 3x8 3x6 3x8 3x6 3x8 10x16 MT18HS 3x6 0-1-15 7-8-5 7-8-5 15-1-2 7-4-13 20-9-14 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss T13 Truss Type COMMON Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884160 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:29 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-?Qi?0cKScm1SCOy8GshLPBnKLVjjSBoY8ySAKwzjbae Scale = 1:76.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 3x6 5x6 5x6 3x6 3x6 4x6 4x6 4x6 4x6 10x16 MT18HS 10x16 MT18HS 3x6 0-1-15 12-0-5 12-0-5 23-10-11 11-10-7 35-11-0 12-0-5 9-0-4 9-0-4 17-7-2 8-6-14 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss T14 Truss Type COMMON Qty 8 Ply 1 108 Bear Creek Job Reference (optional) I44884161 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:30 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-TcGNEyL4N49JpYXLpaCaxPJUMv3yBerhNcCjsMzjbad Scale = 1:77.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 3x6 5x8 3x6 3x6 4x6 4x6 4x6 4x6 10x16 MT18HS 10x16 MT18HS 3x6 12-0-5 12-0-5 23-10-11 11-10-7 35-11-0 12-0-5 9-0-4 9-0-4 17-11-8 8-11-4 26-10-12 8-11-4 35-11-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss T15 Truss Type COMMON Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884162 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:31 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-xoqlRILi8NH9Ri6XNHjpUcselIPMw7RrcGxGOozjbac Scale = 1:82.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x6 5x8 3x6 3x6 4x6 4x6 4x6 4x6 4x8 4x10 4x10 4x8 3x6 12-0-5 12-0-5 23-10-11 11-10-7 35-11-0 12-0-5 -0-11-0 0-11-0 9-0-4 9-0-4 17-11-8 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 108_BEAR_CREEK Truss T16 Truss Type COMMON Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884163 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:32 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-P?O7eeMKvhP03shjx?E21qPpVilbfah_qwhqxEzjbab Scale = 1:82.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x6 5x8 3x6 3x6 4x6 4x6 4x6 4x6 4x8 4x10 4x10 4x8 3x6 12-0-5 12-0-5 23-10-11 11-10-7 35-11-0 12-0-5 -0-11-0 0-11-0 9-0-4 9-0-4 17-11-8 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 108_BEAR_CREEK Truss T17 Truss Type HIP Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884164 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:33 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-tByWs_Nzf?Xtg0GwVilHZ1xxa650O0883aQNThzjbaa Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 3x6 5x6 3x6 12x12 5x12 5x8 12x12 3x4 3x4 3x6 3x6 4x6 10x16 MT18HS 4x6 4x10 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 108_BEAR_CREEK Truss T18 Truss Type HIP Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884165 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:35 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-pZ3GHgODBcnbwJQIc7oleS1K5wp1s_fQWuvUXZzjbaY Scale = 1:74.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 3x6 5x8 5x6 3x6 10x10 3x8 MT18HS 3x6 3x8 3x4 3x8 3x6 3x8 10x10 3x8 MT18HS 0-1-15 6-10-1 6-10-1 15-1-2 8-3-1 20-9-14 5-8-12 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 108_BEAR_CREEK Truss T19 Truss Type HIP Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884166 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:36 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-ImdeU?PrywwSXT?VAqJ_BgZTyJA3bRvalYf140zjbaX Scale: 3/16"=1' 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 3x6 5x6 5x6 3x6 10x10 3x6 3x6 3x6 3x8 3x4 3x8 3x6 3x6 3x6 10x10 0-1-15 6-10-1 6-10-1 12-7-2 5-9-1 23-3-14 10-8-12 29-0-15 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 108_BEAR_CREEK Truss T20 Truss Type HIP Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884167 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:37 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-myB0iLQTjD2J9dahkYqDkt6eVjRiKsRj_CObcSzjbaW Scale = 1:70.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 5x6 5x6 3x8 MT18HS 3x8 3x8 2x4 3x8 3x8 3x8 10x16 MT18HS 3x8 MT18HS 10x16 MT18HS 0-1-15 10-1-2 10-1-2 18-0-12 7-11-10 25-9-14 7-9-2 35-11-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss T21 Truss Type HIP Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884168 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:38 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-E8lPvhR5UXAAnn8tHFLSG5fqf7rq3HDtDs888uzjbaV Scale = 1:65.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 5x6 3x6 3x4 3x16 MT18HS 4x8 3x6 3x4 3x6 4x8 4x10 3x4 4x10 5x6 3x16 MT18HS 0-1-15 7-7-2 7-7-2 17-11-8 10-4-6 28-3-14 10-4-6 35-11-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 3 108 Bear Creek Job Reference (optional) I44884169 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:39 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-iLJn61RkFrI1Pxj3rzshpIB?cXB?okf0RWtigLzjbaU Scale = 1:36.0 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 5x12 3x12 5x6 5x10 MT18HS 10x10 4x8 3x12 4x8 3x12 8x8 5-6-9 5-6-9 9-9-8 4-2-15 14-0-7 4-2-15 19-7-0 5-6-9 5-6-9 5-6-9 9-9-8 4-2-15 14-0-7 4-2-15 19-7-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 3 108 Bear Creek Job Reference (optional) I44884169 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:40 2021 Page 2 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-AXt9KNSM08Qu04IGPgNwLWkAMxXEXBv9gAdFDnzjbaT 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 9=-1405(B) 10=-1405(B) 11=-1405(B) 12=-1405(B) 13=-1405(B) 14=-1405(B) 15=-1405(B) 16=-1405(B) 17=-1405(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 108_BEAR_CREEK Truss TG03 Truss Type HIP GIRDER Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884170 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:41 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-ejRXXjT_nSYleEtSzOv9ujGMBKsZGaEJvqMolDzjbaS Scale: 3/16"=1' 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 34 35 5x8 3x8 12x12 4x8 5x16 MT18HS 6x10 2x4 4x8 2x4 2x4 4x8 2x4 6x10 6x10 12x12 5x8 3x16 MT18HS 0-1-2 5-1-2 5-1-2 10-4-2 5-3-0 15-5-14 5-1-12 20-7-10 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss TG03 Truss Type HIP GIRDER Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884170 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:41 2021 Page 2 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-ejRXXjT_nSYleEtSzOv9ujGMBKsZGaEJvqMolDzjbaS NOTES- (11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 39 lb up at 2-0-12, 118 lb down and 54 lb up at 4-0-12, 119 lb down and 82 lb up at 6-0-5, 119 lb down and 82 lb up at 8-0-5, 119 lb down and 82 lb up at 10-0-5, 119 lb down and 82 lb up at 12-0-5, 119 lb down and 82 lb up at 14-0-5, 119 lb down and 82 lb up at 16-0-5, 119 lb down and 82 lb up at 17-11-8, 119 lb down and 82 lb up at 19-10-11, 119 lb down and 82 lb up at 21-10-11, 119 lb down and 82 lb up at 23-10-11, 119 lb down and 82 lb up at 25-10-11, 119 lb down and 82 lb up at 27-10-11, 119 lb down and 82 lb up at 29-10-11, and 118 lb down and 54 lb up at 31-10-4, and 117 lb down and 39 lb up at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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, 3-9=-60, 9-10=-60, 10-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 18=-118 14=-118 15=-118 22=-117 23=-118 24=-118 25=-118 26=-118 27=-118 28=-118 29=-118 30=-118 31=-118 32=-118 33=-118 34=-118 35=-117 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 108_BEAR_CREEK Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884171 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:43 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-a6YIyPVEJ3oStY1r4oxdz8MjG8d0kWbcM7rvp6zjbaQ Scale: 3/16"=1' 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 34 35 6x6 3x8 10x10 4x8 5x10 MT18HS 6x10 2x4 4x10 2x4 2x4 4x10 2x4 6x10 6x10 10x10 5x8 5x10 MT18HS 0-1-2 5-1-2 5-1-2 10-4-2 5-3-0 15-5-14 5-1-12 20-7-10 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884171 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:43 2021 Page 2 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-a6YIyPVEJ3oStY1r4oxdz8MjG8d0kWbcM7rvp6zjbaQ NOTES- (11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 39 lb up at 2-0-12, 118 lb down and 54 lb up at 4-0-12, 119 lb down and 82 lb up at 6-0-5, 119 lb down and 82 lb up at 8-0-5, 119 lb down and 82 lb up at 10-0-5, 119 lb down and 82 lb up at 12-0-5, 119 lb down and 82 lb up at 14-0-5, 119 lb down and 82 lb up at 16-0-5, 119 lb down and 82 lb up at 17-11-8, 119 lb down and 82 lb up at 19-10-11, 119 lb down and 82 lb up at 21-10-11, 119 lb down and 82 lb up at 23-10-11, 119 lb down and 82 lb up at 25-10-11, 119 lb down and 82 lb up at 27-10-11, 119 lb down and 82 lb up at 29-10-11, and 118 lb down and 54 lb up at 31-10-4, and 117 lb down and 39 lb up at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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, 3-9=-60, 9-10=-60, 10-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 18=-118 14=-118 15=-118 22=-117 23=-118 24=-118 25=-118 26=-118 27=-118 28=-118 29=-118 30=-118 31=-118 32=-118 33=-118 34=-118 35=-117 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 108_BEAR_CREEK Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 3 108 Bear Creek Job Reference (optional) I44884172 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:44 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-3I6gAlVs4NwJVic1eWSsWMuuvY_4TxhlbnbTMYzjbaP Scale = 1:55.1 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 19 10x16 MT18HS 4x6 10x16 MT18HS 5x6 10x10 3x12 10x10 3x12 10x10 4-11-5 4-11-5 9-6-0 4-6-11 14-0-11 4-6-11 19-0-0 4-11-5 4-11-5 4-11-5 9-6-0 4-6-11 14-0-11 4-6-11 19-0-0 4-11-5 1-1-3 9-0-3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 108_BEAR_CREEK Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 3 108 Bear Creek Job Reference (optional) I44884172 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:45 2021 Page 2 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-XVg2N4WUrg2A7sBDCDz52ZR2fyKJCOxvqRK0u_zjbaO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 10=-1405(B) 6=-1413(B) 12=-1410(B) 13=-1405(B) 14=-1405(B) 15=-1405(B) 16=-1405(B) 17=-1405(B) 18=-1405(B) 19=-1405(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 108_BEAR_CREEK Truss V01 Truss Type Valley Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884173 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:45 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-XVg2N4WUrg2A7sBDCDz52ZR8yyL_CZlvqRK0u_zjbaO Scale = 1:44.1 1 2 3 4 5 6 11 10 9 8 7 12 13 3x4 6x6 6x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 4-0-0 0-1-12 0-0-5 0-0-5 5-0-0 4-11-11 9-0-0 4-0-0 11-9-8 2-9-8 15-9-8 4-0-0 20-9-7 5-0-0 5-0-0 5-0-0 9-0-0 4-0-0 11-9-8 2-9-8 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 108_BEAR_CREEK Truss V02 Truss Type Valley Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884174 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:46 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-?hEQaQX7c_A1k?mQlxUKbn_JoLhXx1b2254ZQRzjbaN Scale: 1/4"=1' 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 17-7-1 17-6-12 8-9-8 8-9-8 17-7-1 8-9-8 0-0-4 7-3-15 0-0-4 10.00 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 108_BEAR_CREEK Truss V03 Truss Type Valley Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884175 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:47 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-TtooomYlMIIuM9KcJe?Z8_WT9l3HgULBHlq7ytzjbaM Scale = 1:38.1 1 2 3 4 5 8 7 6 9 10 3x4 11 12 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-4-10 14-4-5 7-2-5 7-2-5 14-4-10 7-2-5 0-0-4 5-11-15 0-0-4 10.00 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 108_BEAR_CREEK Truss V04 Truss Type VALLEY Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884176 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:48 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-x4MB?6YN7bQl_JvotMXogC3aG9MiPyzLWPZgVJzjbaL Scale = 1:28.8 1 2 3 4 5 6 3x8 5x6 3x8 2x4 0-0-5 0-0-5 11-2-4 11-1-15 5-7-2 5-7-2 11-2-4 5-7-2 0-0-4 4-7-15 0-0-4 10.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-3-2,Edge] 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 108_BEAR_CREEK Truss V05 Truss Type Valley Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884177 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:48 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-x4MB?6YN7bQl_JvotMXogC3bW9N6PzuLWPZgVJzjbaL Scale = 1:22.6 1 2 3 4 5 6 3x4 3x4 3x4 2x4 0-0-5 0-0-5 7-11-13 7-11-9 3-11-15 3-11-15 7-11-13 3-11-15 0-0-4 3-3-15 0-0-4 10.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,Edge] 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 108_BEAR_CREEK Truss V06 Truss Type Valley Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884178 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:49 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-PGwZDSZ?uvYcbTU_Q321DPcrNZll8QaUk3JD1lzjbaK Scale = 1:12.7 1 2 3 4 3x4 3x4 2x4 3x4 4-9-2 4-9-2 4-9-7 0-0-5 2-4-12 2-4-12 4-9-7 2-4-12 0-0-4 1-11-15 0-0-4 10.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,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 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 108_BEAR_CREEK Truss V07 Truss Type VALLEY Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884179 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:50 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-tSTxQoadfDgTDd3B_nZGld8zAz4_trhezj2nZCzjbaJ Scale = 1:41.8 1 2 3 4 5 8 7 6 9 10 3x4 11 12 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 15-10-12 15-10-7 7-11-6 7-11-6 15-10-12 7-11-6 0-0-4 6-7-8 0-0-4 10.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] 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 108_BEAR_CREEK Truss V09 Truss Type VALLEY Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884180 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:51 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-Le1Je8bFQWoKrneNYU4VIqh0nMOlcJ?nCNoK6ezjbaI Scale = 1:22.2 1 2 3 4 5 6 3x6 4x8 3x6 2x4 13-0-6 13-0-6 13-0-14 0-0-8 6-6-7 6-6-7 13-0-14 6-6-7 0-0-4 3-3-4 0-0-4 6.00 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 108_BEAR_CREEK Truss V10 Truss Type GABLE Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884181 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:51 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-Le1Je8bFQWoKrneNYU4VIqh86MQOcKonCNoK6ezjbaI Scale = 1:14.8 1 2 3 4 5 6 3x4 3x4 2x4 3x4 7-8-14 7-8-14 3-10-7 3-10-7 7-8-14 3-10-7 0-0-4 1-11-4 0-0-4 6.00 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 108_BEAR_CREEK Truss V11 Truss Type GABLE Qty 1 Ply 1 108 Bear Creek Job Reference (optional) I44884182 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Feb 19 10:50:52 2021 Page 1 ID:30gw6Zi9UeCey_72UT9oFIyJDSk-qrbhrUctBqxBSwDZ6Bbkq2EOUmovLnbwR1Xue4zjbaH Scale = 1:5.7 1 2 3 3x4 3x4 3x4 2-4-14 2-4-14 1-2-7 1-2-7 2-4-14 1-2-7 0-7-4 6.00 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 1.15 YES IRC2018/TPI2014 CSI. 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 TC BC WB Matrix-P 0.02 0.05 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 2-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-4-14, 3=2-4-14 Max Horz 1=5(LC 14) Max Grav 1=61(LC 1), 3=61(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.19 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: 14 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=7-8-14, 3=7-8-14, 4=7-8-14 Max Horz 1=21(LC 14) Max Uplift 1=-12(LC 10), 3=-16(LC 11) Max Grav 1=138(LC 1), 3=138(LC 1), 4=270(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-9 to 3-5-9, Exterior(2R) 3-5-9 to 4-3-5, Exterior(2E) 4-3-5 to 7-3-5 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 12 lb uplift at joint 1 and 16 lb uplift at joint 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.30 0.09 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=12-11-14, 3=12-11-14, 4=12-11-14 Max Horz 1=36(LC 14) Max Uplift 1=-14(LC 10), 3=-20(LC 11) Max Grav 1=218(LC 23), 3=218(LC 24), 4=514(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-335/139 NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-7-9 to 3-7-9, Exterior(2R) 3-7-9 to 9-5-5, Exterior(2E) 9-5-5 to 12-5-5 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 14 lb uplift at joint 1 and 20 lb uplift at joint 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 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-SH 0.32 0.14 0.15 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: 44 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 15-10-2. (lb) - Max Horz 1=114(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 8=-112(LC 10), 6=-111(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=339(LC 20), 8=450(LC 17), 6=450(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-268/150, 4-6=-268/150 NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 4-11-6, Exterior(2R) 4-11-6 to 10-11-6, Interior(1) 10-11-6 to 12-6-3, Exterior(2E) 12-6-3 to 15-6-3 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 8 and 111 lb uplift at joint 6. 6) Non Standard bearing condition. Review required. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.07 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 4-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-8-13, 3=4-8-13, 4=4-8-13 Max Horz 1=-31(LC 6) Max Uplift 1=-8(LC 11), 3=-11(LC 11) Max Grav 1=96(LC 1), 3=96(LC 1), 4=145(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.23 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=7-11-4, 3=7-11-4, 4=7-11-4 Max Horz 1=-55(LC 6) Max Uplift 1=-13(LC 11), 3=-20(LC 11) Max Grav 1=168(LC 1), 3=168(LC 1), 4=256(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 4-8-6, Exterior(2E) 4-8-6 to 7-8-6 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 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.32 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: 27 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=11-1-10, 3=11-1-10, 4=11-1-10 Max Horz 1=-78(LC 6) Max Uplift 1=-2(LC 10), 3=-10(LC 11) Max Grav 1=208(LC 1), 3=208(LC 1), 4=418(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 7-9-11, Exterior(2E) 7-9-11 to 10-9-11 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 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) 1, 3. 6) Non Standard bearing condition. Review required. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 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-SH 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: 39 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 14-4-1. (lb) - Max Horz 1=102(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-103(LC 10), 6=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=343(LC 17), 8=399(LC 17), 6=398(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-250/142, 4-6=-250/142 NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-2-5, Interior(1) 3-2-5 to 4-2-5, Exterior(2R) 4-2-5 to 10-2-5, Interior(1) 10-2-5 to 11-0-1, Exterior(2E) 11-0-1 to 14-0-1 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) 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 except (jt=lb) 8=103, 6=102. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 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-SH 0.22 0.30 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: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud 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 17-6-7. (lb) - Max Horz 1=-125(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 9=-123(LC 10), 6=-122(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=329(LC 20), 9=517(LC 17), 6=518(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-311/166, 4-6=-306/164 NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-9-8, Exterior(2R) 5-9-8 to 11-9-8, Interior(1) 11-9-8 to 14-2-3, Exterior(2E) 14-2-3 to 17-2-3 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 123 lb uplift at joint 9 and 122 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 15-9-8 4-0-0 20-9-7 5-0-0 0-0-4 7-4-4 7-6-0 0-0-4 7-4-4 10.00 12 Plate Offsets (X,Y)-- [3:0-3-14,Edge], [4:0-3-14,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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.23 0.32 0.20 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: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-10: 2x4 SPF-S Stud 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 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-8-13. (lb) - Max Horz 1=-128(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 7=-126(LC 11), 11=-127(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=298(LC 19), 7=535(LC 18), 9=316(LC 20), 11=534(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-7=-316/171, 2-11=-321/172 NOTES- (10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-9-1, Exterior(2R) 4-9-1 to 15-10-12, Interior(1) 15-10-12 to 17-4-10, Exterior(2E) 17-4-10 to 20-4-10 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) 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 except (jt=lb) 7=126, 11=127. 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. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 1-1-3 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-6], [5:Edge,0-8-6], [6:0-1-12,0-0-0], [7:0-3-8,0-5-0], [10:0-3-8,0-5-0], [11:0-1-12,0-0-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.36 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.14 0.02 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 340 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,1-11,5-6: 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) 11=0-3-8, 6=0-3-8 Max Horz 11=-161(LC 25) Max Grav 11=8537(LC 2), 6=8991(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8391/0, 2-3=-6139/0, 3-4=-6139/0, 4-5=-8330/0, 1-11=-6319/0, 5-6=-6287/0 BOT CHORD 10-11=0/1240, 8-10=0/6372, 7-8=0/6325, 6-7=0/1150 WEBS 3-8=0/7532, 4-8=-2400/0, 4-7=0/2943, 2-8=-2467/0, 2-10=0/3032, 1-10=0/5203, 5-7=0/5246 NOTES- (10-11) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1563 lb down at 0-7-12, 1627 lb down at 2-7-12, 1627 lb down at 4-7-12, 1627 lb down at 6-8-4, 1627 lb down at 8-8-4, 1627 lb down at 10-8-4, 1627 lb down at 12-8-4, 1627 lb down at 14-8-4, and 1627 lb down at 16-8-4, and 1636 lb down at 18-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Continued LOAD CASE(on page S) Standard 2 February 19,2021 5-1-12 25-9-6 5-1-12 30-9-14 5-0-8 35-11-0 5-1-2 -0-11-0 0-11-0 5-1-2 5-1-2 10-4-2 5-3-0 15-5-14 5-1-12 20-7-10 5-1-12 25-9-6 5-1-12 30-9-14 5-0-8 35-11-0 5-1-2 36-10-0 0-11-0 0-11-3 4-2-13 4-3-15 0-11-3 4-2-13 8.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-3], [9:0-4-0,0-1-9], [12:0-4-12,0-2-12], [12:0-2-5,0-1-8], [20:0-3-8,0-2-0], [21:0-2-5,0-1-8], [21:0-4-12,0-2-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.42 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.55 0.09 (loc) 16-17 16-17 12 l/defl >999 >778 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-19,2-20,10-13: 2x4 SPF No.2, 2-21,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-7 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. WEBS 1 Row at midpt 5-19, 8-13 REACTIONS. (size) 21=0-3-8, 12=0-3-8 Max Horz 21=-89(LC 6) Max Uplift 21=-563(LC 5), 12=-563(LC 4) Max Grav 21=2491(LC 1), 12=2490(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3319/865, 3-4=-4679/1315, 4-5=-4678/1314, 5-7=-5579/1569, 7-8=-5579/1569, 8-9=-2629/713, 9-10=-3312/862, 2-21=-2323/560, 10-12=-2318/558 BOT CHORD 20-21=-183/568, 19-20=-741/2688, 17-19=-1588/5616, 16-17=-1588/5616, 14-16=-1269/4623, 13-14=-1269/4623, 12-13=-138/564 WEBS 3-19=-765/2506, 4-19=-362/100, 5-19=-1190/362, 5-17=-133/419, 7-16=-299/83, 8-16=-371/1214, 8-14=-140/427, 8-13=-2514/767, 9-13=-439/1549, 2-20=-631/2152, 10-13=-635/2150 NOTES- (11-12) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=563, 12=563. 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. Continued on page 2 February 19,2021 5-1-12 25-9-6 5-1-12 30-9-14 5-0-8 35-11-0 5-1-2 -0-11-0 0-11-0 5-1-2 5-1-2 10-4-2 5-3-0 15-5-14 5-1-12 20-7-10 5-1-12 25-9-6 5-1-12 30-9-14 5-0-8 35-11-0 5-1-2 36-10-0 0-11-0 0-11-3 4-2-13 4-3-15 0-11-3 4-2-13 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [9:0-4-0,0-1-9], [12:0-4-5,Edge], [12:0-2-12,0-0-0], [20:0-2-8,0-2-0], [21:0-2-12,0-0-0], [21:0-4-5,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-SH 0.66 0.80 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.67 0.15 (loc) 16-17 16-17 12 l/defl >999 >638 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 140 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-21,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-9 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 1 Row at midpt 5-19, 8-13 REACTIONS. (size) 21=0-3-8, 12=0-3-8 Max Horz 21=-91(LC 6) Max Uplift 21=-563(LC 5), 12=-563(LC 4) Max Grav 21=2491(LC 1), 12=2490(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3271/853, 3-4=-4596/1292, 4-5=-4595/1292, 5-7=-5489/1545, 7-8=-5489/1545, 8-9=-2607/708, 9-10=-3265/850, 2-21=-2357/569, 10-12=-2352/567 BOT CHORD 20-21=-139/416, 19-20=-731/2648, 17-19=-1559/5505, 16-17=-1559/5505, 14-16=-1246/4532, 13-14=-1246/4532, 12-13=-100/381 WEBS 3-19=-756/2471, 4-19=-364/101, 5-19=-1165/355, 5-17=-129/406, 7-16=-306/81, 8-16=-373/1224, 8-14=-136/411, 8-13=-2456/752, 9-13=-433/1525, 2-20=-668/2294, 10-13=-670/2292 NOTES- (11-12) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=563, 12=563. 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. Continued on page 2 February 19,2021 5-6-9 0-9-3 5-7-15 0-9-3 6.00 12 Plate Offsets (X,Y)-- [6:0-0-4,0-0-2], [6:0-10-2,0-0-4], [6:Edge,0-4-5] 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-SH 0.73 0.74 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.18 0.05 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 295 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 WEDGE Right: 2x8 SP 2400F 2.0E SLIDER Left 2x4 SPF-S Stud 3-0-0 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=0-5-8, 6=0-5-8 Max Horz 1=-64(LC 30) Max Grav 1=8285(LC 2), 6=7700(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-11927/0, 3-4=-8918/0, 4-5=-8975/0, 5-6=-12499/0 BOT CHORD 1-10=0/10408, 8-10=0/10408, 7-8=0/10735, 6-7=0/10735 WEBS 4-8=0/7606, 5-8=-3428/0, 5-7=0/4118, 3-8=-3026/0, 3-10=0/3510 NOTES- (11-12) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-10 2x4 - 1 row at 0-4-0 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) The Fabrication Tolerance at joint 6 = 8% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss 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) 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) 1627 lb down at 1-4-4, 1627 lb down at 3-4-4, 1627 lb down at 5-4-4, 1627 lb down at 7-4-4, 1627 lb down at 9-4-4, 1627 lb down at 11-4-4, 1627 lb down at 13-4-4, and 1627 lb down at 15-4-12, and 1627 lb down at 17-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 February 19,2021 7-7-2 -0-11-0 0-11-0 7-7-2 7-7-2 14-6-1 6-10-15 21-4-15 6-10-15 28-3-14 6-10-15 35-11-0 7-7-2 36-10-0 0-11-0 0-11-3 5-10-0 5-11-15 0-11-3 5-10-0 8.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [3:0-3-1,Edge], [7:0-3-1,Edge], [8:0-4-8,0-1-8] 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-SH 0.74 0.74 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.54 0.07 (loc) 13-15 13-15 10 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 135 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-16,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-13 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-11 REACTIONS. (size) 16=0-3-8, 10=0-3-8 Max Horz 16=-120(LC 8) Max Grav 16=1612(LC 2), 10=1612(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2141/4, 3-4=-1679/21, 4-6=-2581/3, 6-7=-1679/21, 7-8=-2141/0, 2-16=-1510/22, 8-10=-1510/22 BOT CHORD 15-16=-191/606, 13-15=-71/2440, 11-13=-46/2440, 10-11=-143/519 WEBS 3-15=0/833, 4-15=-1018/126, 4-13=0/313, 6-13=0/313, 6-11=-1018/125, 7-11=0/833, 2-15=-75/1313, 8-11=-80/1313 NOTES- (9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-4-3, Exterior(2R) 3-4-3 to 11-10-1, Interior(1) 11-10-1 to 24-0-15, Exterior(2R) 24-0-15 to 32-6-13, Interior(1) 32-6-13 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 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) 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) 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. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 10-1-2 -0-11-0 0-11-0 5-0-4 5-0-4 10-1-2 5-0-14 18-0-12 7-11-10 25-9-14 7-9-2 30-10-12 5-0-14 35-11-0 5-0-4 36-10-0 0-11-0 0-11-3 7-6-0 7-7-15 0-11-3 7-6-0 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-1-12,0-1-3], [4:0-3-2,Edge], [6:0-3-1,Edge], [8:0-1-12,0-1-3], [10:Edge,0-2-12] 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-SH 0.77 0.99 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.49 0.11 (loc) 10-11 10-11 10 l/defl >999 >870 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-11: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 7-10 REACTIONS. (size) 16=0-3-8, 10=0-3-8 Max Horz 16=-149(LC 8) Max Grav 16=1627(LC 2), 10=1627(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-582/24, 3-4=-2011/19, 4-5=-1618/45, 5-6=-1616/46, 6-7=-2010/20, 7-8=-584/23, 2-16=-488/48, 8-10=-489/48 BOT CHORD 15-16=-42/1641, 13-15=0/2068, 11-13=0/2068, 10-11=0/1641 WEBS 4-15=0/767, 5-15=-669/107, 5-13=0/412, 5-11=-679/106, 6-11=0/775, 3-16=-1589/15, 7-10=-1586/17 NOTES- (9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-10-3, Exterior(2R) 5-10-3 to 14-4-1, Interior(1) 14-4-1 to 21-6-15, Exterior(2R) 21-6-15 to 30-0-13, Interior(1) 30-0-13 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 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) 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) 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. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 5-9-1 35-11-0 6-10-1 -0-11-0 0-11-0 6-10-1 6-10-1 12-7-2 5-9-1 17-11-8 5-4-6 23-3-14 5-4-6 29-0-15 5-9-1 35-11-0 6-10-1 36-10-0 0-11-0 0-11-3 9-2-0 9-3-15 0-11-3 9-2-0 8.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [7:0-3-1,Edge], [12:Edge,0-8-2], [12:0-1-12,0-0-0], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8], [19:0-1-12,0-0-0], [19:Edge,0-8-2] 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-SH 0.82 0.69 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.80 0.05 (loc) 14-17 14-17 12 l/defl >873 >537 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-17,6-14: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-7 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 6-14 REACTIONS. (size) 19=0-3-8, 12=0-3-8 Max Horz 19=-179(LC 8) Max Grav 19=1613(LC 2), 12=1613(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2118/0, 3-5=-1863/52, 5-6=-1478/73, 6-7=-1478/73, 7-9=-1863/52, 9-10=-2118/0, 2-19=-1483/23, 10-12=-1483/23 BOT CHORD 18-19=-149/577, 17-18=0/1725, 14-17=0/1578, 13-14=0/1681, 12-13=-58/449 WEBS 3-17=-346/131, 5-17=0/740, 6-17=-334/130, 6-14=-334/130, 7-14=0/740, 9-14=-346/131, 2-18=0/1264, 10-13=0/1264 NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-4-3, Exterior(2R) 8-4-3 to 16-10-1, Interior(1) 16-10-1 to 19-0-15, Exterior(2R) 19-0-15 to 27-6-13, Interior(1) 27-6-13 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 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) 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) 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 29-0-15 8-3-1 35-11-0 6-10-1 -0-11-0 0-11-0 6-10-1 6-10-1 15-1-2 8-3-1 20-9-14 5-8-12 29-0-15 8-3-1 35-11-0 6-10-1 36-10-0 0-11-0 0-11-3 10-10-0 10-11-15 0-11-3 10-10-0 8.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [6:0-3-2,Edge], [11:Edge,0-8-2], [11:0-1-12,0-0-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-1-12,0-0-0], [18:Edge,0-8-2] 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-SH 0.70 0.74 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.07 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-14,6-14: 2x4 SPF No.2, 2-18,9-11: 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 (4-10-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS. (size) 18=0-3-8, 11=0-3-8 Max Horz 18=-208(LC 8) Max Grav 18=1642(LC 17), 11=1639(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2190/0, 3-5=-1723/63, 5-6=-1324/94, 6-8=-1717/63, 8-9=-2184/0, 2-18=-1540/25, 9-11=-1536/25 BOT CHORD 17-18=-174/487, 15-17=-22/1868, 14-15=0/1368, 12-14=0/1746, 11-12=-43/338 WEBS 3-15=-583/143, 5-15=0/603, 6-14=0/580, 8-14=-583/143, 2-17=0/1439, 9-12=0/1434 NOTES- (9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 10-10-3, Exterior(2R) 10-10-3 to 25-0-13, Interior(1) 25-0-13 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 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) 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) 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. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 4x8 3x8 2x4 4x8 4x6 0-1-15 6-10-0 6-10-0 10-5-8 3-7-8 12-8-1 2-2-9 17-7-2 4-11-1 23-10-11 6-3-9 35-11-0 12-0-5 -0-11-0 0-11-0 5-0-3 5-0-3 6-10-0 1-9-13 10-5-8 3-7-8 12-8-1 2-2-9 17-7-2 4-11-1 18-3-14 0-8-12 26-10-12 8-6-14 35-11-0 9-0-4 36-10-0 0-11-0 0-11-3 12-6-0 12-7-15 0-11-3 3-0-0 12-6-0 8.00 12 Plate Offsets (X,Y)-- [7:0-0-12,0-4-12], [8:0-3-2,Edge], [11:0-1-5,0-2-0], [19:0-6-0,0-1-8], [20:0-2-8,0-2-4], [22:0-3-8,0-1-8], [23:0-5-12,0-3-0], [23:0-3-0,0-2-0] 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-SH 0.89 0.91 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.58 -1.00 0.40 (loc) 13-14 13-14 13 l/defl >730 >422 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 201 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x6 SP 2400F 2.0E, 13-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-16,8-14,4-22,10-13: 2x4 SPF No.2, 2-23,11-13: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-0-15 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-10-3 oc bracing: 18-19 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 7-16, 20-21, 10-13 JOINTS 1 Brace at Jt(s): 20 REACTIONS. (size) 23=0-3-8, 13=0-3-8 Max Horz 23=-241(LC 8) Max Uplift 23=-4(LC 10), 13=-4(LC 11) Max Grav 23=1692(LC 17), 13=1711(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2130/11, 3-4=-2184/0, 4-6=-2860/43, 6-7=-2799/163, 7-8=-1181/110, 8-10=-1968/117, 10-11=-1072/206, 2-23=-1582/41, 11-13=-841/177 BOT CHORD 22-23=-148/697, 21-22=-82/1741, 19-21=-60/1495, 19-20=0/1971, 18-19=0/2073, 6-18=-317/171, 14-16=0/1255, 13-14=0/1649 WEBS 4-18=0/375, 16-18=0/1591, 7-18=-120/2446, 7-16=-686/0, 8-14=-93/892, 4-20=-829/127, 2-22=0/1151, 20-21=-2191/105, 10-14=-415/240, 10-13=-1227/0 NOTES- (11-12) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 13-4-3, Exterior(2R) 13-4-3 to 22-6-13, Interior(1) 22-6-13 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 4% 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 13. 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. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 8-11-4 26-10-12 8-11-4 35-11-0 9-0-4 36-10-0 0-11-0 0-11-3 12-10-14 0-11-3 8.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-8], [8:0-1-1,0-1-8] 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-SH 0.66 0.92 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.79 0.07 (loc) 14-15 14-15 10 l/defl >940 >540 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-14: 2x3 SPF No.2, 2-15,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-10 REACTIONS. (size) 15=0-3-8, 10=0-3-8 Max Horz 15=245(LC 9) Max Uplift 15=-4(LC 10), 10=-4(LC 11) Max Grav 15=1746(LC 17), 10=1745(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1074/204, 3-5=-2066/127, 5-7=-2066/127, 7-8=-1072/204, 2-15=-836/173, 8-10=-835/173 BOT CHORD 14-15=-53/1881, 11-14=0/1268, 10-11=0/1730 WEBS 5-11=-82/1024, 7-11=-438/246, 5-14=-82/1025, 3-14=-438/246, 3-15=-1313/0, 7-10=-1314/0 NOTES- (7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 8-11-4 26-10-12 8-11-4 35-11-0 9-0-4 36-10-0 0-11-0 0-11-3 12-10-14 0-11-3 8.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-8], [8:0-1-1,0-1-8] 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-SH 0.66 0.92 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.79 0.07 (loc) 10-11 10-11 10 l/defl >940 >540 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-14: 2x3 SPF No.2, 2-15,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-10 REACTIONS. (size) 15=0-3-8, 10=0-3-8 Max Horz 15=245(LC 9) Max Uplift 15=-4(LC 10), 10=-4(LC 11) Max Grav 15=1745(LC 17), 10=1746(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1072/204, 3-5=-2066/127, 5-7=-2066/127, 7-8=-1074/204, 2-15=-835/173, 8-10=-836/173 BOT CHORD 14-15=-53/1881, 11-14=0/1268, 10-11=0/1730 WEBS 5-11=-82/1025, 7-11=-438/246, 5-14=-82/1024, 3-14=-438/246, 3-15=-1315/0, 7-10=-1313/0 NOTES- (7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 9-0-4 0-11-3 12-10-14 0-11-3 8.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-3], [1:Edge,0-3-0], [7:0-1-12,0-1-3], [8:Edge,0-3-0] 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-SH 0.64 0.93 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.83 0.07 (loc) 12-13 12-13 8 l/defl >889 >514 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 159 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 10-11: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-9,2-12: 2x3 SPF No.2, 1-13,7-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-13, 6-8 REACTIONS. (size) 13=Mechanical, 8=Mechanical Max Horz 13=-231(LC 8) Max Grav 13=1692(LC 17), 8=1692(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-933/117, 2-4=-2099/130, 4-6=-2099/130, 6-7=-933/117, 1-13=-681/106, 7-8=-681/106 BOT CHORD 12-13=-65/1908, 9-12=0/1275, 8-9=0/1755 WEBS 4-9=-86/1050, 6-9=-459/250, 4-12=-86/1050, 2-12=-459/250, 2-13=-1439/0, 6-8=-1439/0 NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-9-4, Exterior(2E) 32-9-4 to 35-9-4 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) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 17-11-8 0-4-6 18-3-14 0-4-6 26-10-12 8-6-14 35-11-0 9-0-4 0-11-3 12-7-15 0-11-3 12-6-0 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-0], [1:0-1-12,0-1-3], [4:0-3-1,Edge], [5:0-3-1,Edge], [8:0-1-12,0-1-3], [9:Edge,0-3-0] 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-SH 0.59 0.93 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.83 0.07 (loc) 13-14 13-14 9 l/defl >890 >515 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-12: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,2-13: 2x3 SPF No.2, 1-14,8-9: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-14, 7-9 REACTIONS. (size) 14=Mechanical, 9=Mechanical Max Horz 14=226(LC 7) Max Grav 14=1688(LC 17), 9=1688(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-943/120, 2-4=-2087/127, 5-7=-2087/127, 7-8=-943/119, 1-14=-688/107, 8-9=-688/107, 4-5=-1220/145 BOT CHORD 13-14=-59/1895, 10-13=0/1291, 9-10=0/1742 WEBS 5-10=-83/1027, 7-10=-451/250, 4-13=-83/1027, 2-13=-451/250, 2-14=-1415/0, 7-9=-1415/0 NOTES- (10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-7-2, Exterior(2R) 14-7-2 to 21-3-14, Interior(1) 21-3-14 to 32-9-4, Exterior(2E) 32-9-4 to 35-9-4 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. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 5-8-12 28-2-11 7-4-13 35-11-0 7-8-5 7-8-5 7-8-5 15-1-2 7-4-13 20-9-14 5-8-12 28-2-11 7-4-13 35-11-0 7-8-5 0-11-3 10-10-0 10-11-15 0-11-3 10-10-0 8.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [5:0-3-2,Edge], [9:Edge,0-8-2], [9:0-1-12,0-0-0], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8], [16:0-1-12,0-0-0], [16:Edge,0-8-2] 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-SH 0.78 0.71 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.25 0.06 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,4-12,5-12: 2x4 SPF No.2, 1-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-15 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 4-12, 7-12 REACTIONS. (size) 16=0-3-8, 9=Mechanical Max Horz 16=-196(LC 6) Max Grav 16=1589(LC 17), 9=1585(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2181/0, 2-4=-1721/72, 4-5=-1329/96, 5-7=-1715/72, 7-8=-2175/0, 1-16=-1466/20, 8-9=-1462/20 BOT CHORD 15-16=-165/512, 13-15=-20/1840, 12-13=0/1366, 10-12=0/1731, 9-10=-42/371 WEBS 2-15=0/260, 2-13=-593/140, 4-13=-11/642, 5-12=0/605, 7-12=-593/140, 7-10=0/261, 1-15=0/1393, 8-10=0/1388 NOTES- (10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-10-3, Exterior(2R) 10-10-3 to 25-0-13, Interior(1) 25-0-13 to 32-9-4, Exterior(2E) 32-9-4 to 35-9-4 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. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 5-9-2 35-11-0 6-10-0 -0-11-0 0-11-0 6-10-0 6-10-0 12-7-2 5-9-2 17-11-8 5-4-6 23-3-14 5-4-6 29-1-0 5-9-2 35-11-0 6-10-0 36-10-0 0-11-0 0-11-3 9-2-0 9-3-15 0-11-3 9-2-0 8.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [7:0-3-1,Edge], [12:Edge,0-8-2], [12:0-1-12,0-0-0], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8], [19:0-1-12,0-0-0], [19:Edge,0-8-2] 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-SH 0.82 0.69 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.80 0.05 (loc) 14-17 14-17 12 l/defl >873 >537 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-17,6-14: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-7 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 6-14 REACTIONS. (size) 19=0-3-8, 12=0-3-8 Max Horz 19=-179(LC 8) Max Grav 19=1613(LC 2), 12=1613(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2118/0, 3-5=-1863/52, 5-6=-1478/73, 6-7=-1478/73, 7-9=-1863/52, 9-10=-2118/0, 2-19=-1483/23, 10-12=-1483/23 BOT CHORD 18-19=-149/577, 17-18=0/1725, 14-17=0/1578, 13-14=0/1681, 12-13=-58/448 WEBS 3-17=-346/131, 5-17=0/740, 6-17=-334/130, 6-14=-334/130, 7-14=0/740, 9-14=-345/131, 2-18=0/1265, 10-13=0/1265 NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-4-3, Exterior(2R) 8-4-3 to 16-10-1, Interior(1) 16-10-1 to 19-0-15, Exterior(2R) 19-0-15 to 27-6-13, Interior(1) 27-6-13 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 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) 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) 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 10-1-2 -0-11-0 0-11-0 5-0-4 5-0-4 10-1-2 5-0-14 17-11-8 7-10-6 25-9-14 7-10-6 30-10-12 5-0-14 35-11-0 5-0-4 36-10-0 0-11-0 0-11-3 7-6-0 7-7-15 0-11-3 7-6-0 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-1-12,0-1-3], [4:0-3-1,Edge], [6:0-3-1,Edge], [8:0-1-12,0-1-3], [10:Edge,0-2-12] 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-SH 0.76 0.98 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.49 0.11 (loc) 15-16 15-16 10 l/defl >999 >877 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-11: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 7-10 REACTIONS. (size) 16=0-3-8, 10=0-3-8 Max Horz 16=149(LC 9) Max Grav 16=1627(LC 2), 10=1627(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-583/23, 3-4=-2011/19, 4-5=-1617/45, 5-6=-1617/45, 6-7=-2011/19, 7-8=-583/23, 2-16=-488/48, 8-10=-488/48 BOT CHORD 15-16=-43/1641, 13-15=0/2068, 11-13=0/2068, 10-11=0/1641 WEBS 4-15=0/771, 5-15=-674/107, 5-13=0/412, 5-11=-674/106, 6-11=0/771, 3-16=-1587/16, 7-10=-1587/16 NOTES- (9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-10-3, Exterior(2R) 5-10-3 to 14-4-1, Interior(1) 14-4-1 to 21-6-15, Exterior(2R) 21-6-15 to 30-0-13, Interior(1) 30-0-13 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 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) 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) 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. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 28-3-14 10-4-6 35-11-0 7-7-2 -0-11-0 0-11-0 3-10-13 3-10-13 7-7-2 3-8-5 14-6-1 6-10-15 21-4-15 6-10-15 28-3-14 6-10-15 32-0-3 3-8-5 35-11-0 3-10-13 36-10-0 0-11-0 0-11-3 5-10-0 5-11-15 0-11-3 5-10-0 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-1-12,0-1-3], [4:0-3-1,Edge], [8:0-3-1,Edge], [10:0-1-12,0-1-3], [12:Edge,0-2-12] 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-AS 0.51 0.99 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.61 0.12 (loc) 15-17 15-17 12 l/defl >999 >699 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 137 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-18,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-11 max.): 4-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 7-13 REACTIONS. (size) 18=0-3-8, 12=0-3-8 Max Horz 18=119(LC 9) Max Grav 18=1615(LC 2), 12=1615(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-463/22, 3-4=-2072/10, 4-5=-1708/21, 5-7=-2611/0, 7-8=-1708/21, 8-9=-2072/10, 9-10=-463/22, 2-18=-412/43, 10-12=-412/43 BOT CHORD 17-18=-58/1603, 15-17=-68/2467, 13-15=-42/2467, 12-13=0/1603 WEBS 4-17=0/833, 5-17=-1007/116, 5-15=0/318, 7-15=0/318, 7-13=-1007/115, 8-13=0/833, 3-18=-1690/0, 9-12=-1690/0 NOTES- (10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-4-3, Exterior(2R) 3-4-3 to 11-10-1, Interior(1) 11-10-1 to 24-0-15, Exterior(2R) 24-0-15 to 32-6-13, Interior(1) 32-6-13 to 33-10-0, Exterior(2E) 33-10-0 to 36-10-0 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) 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) 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.32 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.00 (loc) 4-5 4-5 l/defl >999 >597 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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* 2-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-3-8, 5=0-1-8 Max Horz 4=-52(LC 7) Max Uplift 4=-29(LC 7), 5=-21(LC 11) Max Grav 4=298(LC 1), 5=222(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.22 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 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* 2-5: 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) 6=0-3-8, 4=0-3-8 Max Horz 6=-5(LC 11) Max Uplift 6=-6(LC 6), 4=-6(LC 7) Max Grav 6=328(LC 1), 4=328(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-422/177, 2-3=-422/177, 1-6=-261/143, 3-4=-261/143 BOT CHORD 5-6=-109/358, 4-5=-109/358 NOTES- (7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 5-4-4, Exterior(2E) 5-4-4 to 8-4-4 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) 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) 6, 4. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 5-0-10 20-6-0 0-11-0 0-9-3 5-7-15 0-9-3 6.00 12 Plate Offsets (X,Y)-- [2:0-5-4,Edge], [8:0-5-4,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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.25 0.71 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.26 0.03 (loc) 2-10 2-10 8 l/defl >999 >889 n/a L/d 240 180 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 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-9-15, Right 2x6 SPF No.2 2-9-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-5-8, 8=0-5-8 Max Horz 2=-65(LC 11) Max Uplift 2=-12(LC 10), 8=-12(LC 11) Max Grav 2=838(LC 1), 8=838(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1192/131, 4-5=-911/102, 5-6=-911/102, 6-8=-1192/131 BOT CHORD 2-10=-49/981, 8-10=-49/981 WEBS 5-10=0/509, 6-10=-292/115, 4-10=-292/115 NOTES- (7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-9-8, Exterior(2R) 6-9-8 to 12-9-8, Interior(1) 12-9-8 to 17-6-0, Exterior(2E) 17-6-0 to 20-6-0 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) 2, 8. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 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-SH 0.49 0.77 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 -0.02 (loc) 7-8 7-8 10 l/defl >999 >598 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 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* 1-10,5-7: 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) 10=Mechanical, 7=0-3-8 Max Horz 7=-183(LC 6) Max Grav 10=767(LC 1), 7=834(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-688/79, 3-4=-688/79, 4-5=-268/23, 5-7=-266/40 BOT CHORD 8-10=-0/542, 7-8=-70/617 WEBS 3-8=0/471, 2-10=-727/41, 4-7=-661/40 NOTES- (7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-6-8, Exterior(2R) 6-6-8 to 12-6-8, Interior(1) 12-6-8 to 17-5-0, Exterior(2E) 17-5-0 to 20-5-0 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) Refer to girder(s) for truss to truss connections. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 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 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.79 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 7-8 7-8 7 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 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* 1-10,5-7: 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) 10=0-3-8, 7=0-3-8 Max Horz 10=-180(LC 6) Max Grav 10=783(LC 1), 7=850(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/9, 2-3=-713/78, 3-4=-712/78, 4-5=-264/24, 5-7=-266/41 BOT CHORD 8-10=-59/645, 7-8=0/597 WEBS 3-8=0/497, 2-10=-689/54, 4-7=-685/38 NOTES- (6-7) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 19-11-0 2-2-6 20-10-0 0-11-0 1-1-3 9-4-12 1-1-3 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 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.79 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 9-11 9-11 8 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 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* 2-11,6-8: 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) 11=0-3-8, 8=0-3-8 Max Horz 11=-185(LC 8) Max Grav 11=849(LC 1), 8=849(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/24, 3-4=-710/78, 4-5=-710/78, 5-6=-264/24, 2-11=-266/41, 6-8=-266/41 BOT CHORD 9-11=-59/638, 8-9=0/596 WEBS 4-9=0/495, 3-11=-683/38, 5-8=-683/38 NOTES- (6-7) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 4-10-4 10-10-5 1-9-11 15-8-9 4-10-4 19-11-0 4-2-7 20-10-0 0-11-0 1-1-3 8-6-0 8-7-12 1-1-3 8-6-0 10.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-4], [5:0-4-0,0-1-4] 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-SH 0.46 0.56 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.31 0.02 (loc) 11-13 11-13 9 l/defl >999 >748 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 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* 2-13,7-9: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 13=0-3-8, 9=0-3-8 Max Horz 13=-171(LC 8) Max Grav 13=849(LC 1), 9=849(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/43, 3-4=-725/87, 4-5=-479/103, 5-6=-725/87, 6-7=-264/42, 2-13=-288/52, 7-9=-288/52 BOT CHORD 11-13=-39/609, 10-11=0/479, 9-10=0/588 WEBS 3-13=-657/33, 6-9=-657/33 NOTES- (8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-9-12, Exterior(2R) 4-9-12 to 15-1-4, Interior(1) 15-1-4 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 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) 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. 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.25 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 4-5 4-5 l/defl >999 >824 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=55(LC 6) Max Uplift 5=-27(LC 6), 4=-22(LC 10) Max Grav 5=275(LC 1), 4=198(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 4 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 at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.13 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=37(LC 6) Max Uplift 5=-27(LC 6), 4=-14(LC 10) Max Grav 5=200(LC 1), 4=114(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 4 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 at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 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-SH 0.25 0.14 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=35(LC 5) Max Uplift 2=-39(LC 4), 5=-15(LC 5) Max Grav 2=274(LC 1), 5=202(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13-14) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 57 lb up at 2-9-0, and 14 lb down and 22 lb up at 4-10-15 on top chord, and 14 lb down and 1 lb up at 2-9-0, and 9 lb down at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 February 19,2021 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=29(LC 7) Max Uplift 5=-9(LC 6), 3=-19(LC 10) Max Grav 5=153(LC 1), 3=42(LC 1), 4=35(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=31(LC 6) Max Uplift 5=-48(LC 6), 3=-23(LC 10) Max Grav 5=240(LC 1), 3=69(LC 1), 4=56(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-5-9 to 2-9-6, Exterior(2R) 2-9-6 to 3-1-11 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 10) Max Uplift 5=-8(LC 10), 3=-23(LC 10) Max Grav 5=213(LC 1), 3=30(LC 1), 4=38(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 10) Max Uplift 5=-8(LC 10), 3=-23(LC 10) Max Grav 5=213(LC 1), 3=30(LC 1), 4=38(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=45(LC 10) Max Uplift 3=-28(LC 10) Max Grav 5=153(LC 1), 3=46(LC 17), 4=36(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.15 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=98(LC 10) Max Uplift 4=-62(LC 10) Max Grav 5=216(LC 1), 4=151(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 4 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 at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 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-SH 0.20 0.14 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=0-1-8 Max Horz 7=77(LC 10) Max Uplift 5=-34(LC 10) Max Grav 7=216(LC 1), 5=138(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.13 0.16 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=0-1-8 Max Horz 7=41(LC 8) Max Uplift 7=-9(LC 8), 5=-19(LC 5) Max Grav 7=215(LC 1), 5=137(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13-14) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 26 lb up at 1-4-13, and 46 lb down and 32 lb up at 2-0-12 on top chord, and 6 lb down and 2 lb up at 1-4-13, and 11 lb down and 0 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Continued on page 2 February 19,2021 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 3x6 2x4 2x4 11-3-6 11-3-6 23-11-13 12-8-7 9-2-6 9-2-6 14-9-8 5-7-2 17-7-10 2-10-2 23-11-13 6-4-4 0-0-4 7-6-4 7-8-0 0-0-4 7-6-4 10.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-1-6], [7:0-3-14,Edge], [8:0-1-4,0-0-0], [12:0-1-4,0-0-0], [13:0-0-0,0-1-6], [13:0-3-14,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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.14 0.10 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 272 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, except 2-0-0 oc purlins (6-0-0 max.): 7-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 31 REACTIONS. All bearings 23-11-13. (lb) - Max Horz 1=-130(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 22, 25, 26, 27, 28, 29, 18, 21 Max Grav All reactions 250 lb or less at joint(s) 1, 17, 22, 24, 25, 26, 27, 28, 29, 20, 21 except 19=293(LC 1), 18=289(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-11-7, Exterior(2R) 4-11-7 to 19-0-6, Interior(1) 19-0-6 to 20-7-0, Exterior(2E) 20-7-0 to 23-7-0 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 22, 25, 26, 27, 28, 29, 18, 21. 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. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 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 0.42 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.30 0.00 (loc) 6-7 6-7 6 l/defl >645 >331 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 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 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 6=0-3-8 Max Horz 7=-9(LC 15) Max Uplift 7=-34(LC 6), 6=-34(LC 7) Max Grav 7=392(LC 1), 6=392(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-310/240, 2-3=-371/223, 3-4=-371/223, 4-6=-310/240 BOT CHORD 6-7=-123/309 NOTES- (9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 6-5-0, Exterior(2E) 6-5-0 to 9-5-0 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) Gable studs spaced at 1-4-0 oc. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-2-3 8-2-8 8-2-8 9-6-0 1-3-8 9-9-13 0-3-13 19-0-0 9-2-3 -0-11-0 0-11-0 4-3-0 4-3-0 4-5-12 0-2-12 9-6-0 5-0-4 14-6-4 5-0-4 19-0-0 4-5-12 19-11-0 0-11-0 1-1-3 9-0-3 1-1-3 10.00 12 Plate Offsets (X,Y)-- [27:0-1-11,0-0-0], [28:0-1-11,0-0-0] 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-SH 0.34 0.46 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.01 (loc) 15-17 15-17 9 l/defl >971 >487 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 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* 2-17,7-9: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14 REACTIONS. All bearings 10-9-8 except (jt=length) 17=0-3-8, 15=0-3-8. (lb) - Max Horz 17=-179(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 9 except 14=-188(LC 10) Max Grav All reactions 250 lb or less at joint(s) 13, 12, 11, 10 except 14=479(LC 1), 17=415(LC 23), 9=374(LC 24), 15=447(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-253/69 WEBS 4-14=-277/0, 3-14=-251/151 NOTES- (9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-6-0, Exterior(2R) 6-6-0 to 12-6-0, Interior(1) 12-6-0 to 16-11-0, Exterior(2E) 16-11-0 to 19-11-0 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) Gable studs spaced at 1-4-0 oc. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 9 except (jt=lb) 14=188. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 4-3-0 9-5-0 0-11-0 1-1-3 4-7-11 1-1-3 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 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.03 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 87 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 8-6-0. (lb) - Max Horz 16=-100(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Corner(3R) 2-1-0 to 6-5-0, Corner(3E) 6-5-0 to 9-5-0 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 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) 16, 10, 14, 15, 12, 11. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 2 2 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 11 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* 2-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=2-0-0, 4=2-0-0 Max Horz 5=-33(LC 6) Max Uplift 5=-4(LC 6), 4=-35(LC 7) Max Grav 5=51(LC 1), 4=153(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 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 requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 5, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 5 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 38 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* 4-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-11-8. (lb) - Max Horz 9=-67(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 9, 6, 8, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-4 to 3-1-4, Exterior(2N) 3-1-4 to 3-10-8, Corner(3E) 3-10-8 to 6-10-8 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 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 requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 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) 9, 6, 8, 7. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-7-0 19-7-0 -0-11-0 0-11-0 9-9-8 9-9-8 19-7-0 9-9-8 20-6-0 0-11-0 0-9-3 5-7-15 0-9-3 6.00 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-R 0.07 0.05 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 14 14 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 206 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 10-0-0 oc bracing. REACTIONS. All bearings 19-7-0. (lb) - Max Horz 29=-61(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 29, 16, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 29, 16, 22, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 6-9-8, Corner(3R) 6-9-8 to 12-9-8, Exterior(2N) 12-9-8 to 17-6-0, Corner(3E) 17-6-0 to 20-6-0 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 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) 29, 16, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-12 19-11-0 19-11-0 -0-11-0 0-11-0 7-7-14 7-7-14 12-3-2 4-7-4 19-11-0 7-7-14 20-10-0 0-11-0 1-1-3 7-4-0 7-5-12 1-1-3 7-4-0 10.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-2-1], [12:0-3-0,0-2-1] 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 0.10 0.05 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 306 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, and 2-0-0 oc purlins (6-0-0 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-11-0. (lb) - Max Horz 35=-150(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 35, 20, 27, 31, 32, 33, 34, 24, 23, 22, 21 Max Grav All reactions 250 lb or less at joint(s) 35, 20, 27, 28, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13-14) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 4-7-8, Corner(3R) 4-7-8 to 15-3-8, Exterior(2N) 15-3-8 to 17-10-0, Corner(3E) 17-10-0 to 20-10-0 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) Provide adequate drainage to prevent water ponding. 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 1-4-0 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) 35, 20, 27, 31, 32, 33, 34, 24, 23, 22, 21. 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 19,2021