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HomeMy WebLinkAboutBldg C Roof Sealed Truss16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). March 29,2021 Liu, Xuegang Pages or sheets covered by this seal: I45389596 thru I45389629 My license renewal date for the state of Indiana is July 31, 2022. B21100777 ONYX + EAST - UWC BLDG. C ROOF 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 B21100777 Truss CG01 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389596 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:54 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-au2lugM6OKSLPURSCgNJL74wm4T6kHgqJd971fzWR0B Scale = 1:10.0 1 2 3 10 4 11 12 5 4x6 3x4 3-5-6 3-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-11 1-5-7 0-3-15 1-1-8 1-5-7 2.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr 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 B21100777 Truss CG02 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389597 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:56 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-WGAVJMNMwxi3fnbrJ5PnQYAGKt8hCBA7nxeE5YzWR09 Scale = 1:10.0 1 2 3 10 4 11 12 5 4x6 3x4 3-5-6 3-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-11 1-5-7 0-3-15 1-1-8 1-5-7 2.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-14] 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 B21100777 Truss CG03 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389598 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:56 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-WGAVJMNMwxi3fnbrJ5PnQYAGGt8aCBA7nxeE5YzWR09 Scale = 1:10.0 1 2 3 10 4 11 12 5 4x6 3x4 3-5-6 3-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-11 1-5-7 2.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-10] 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 B21100777 Truss CG04 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389599 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:57 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-_SkuWiO_hFqwGxA1tpw0yliR?HUpxeQH?bNoe_zWR08 Scale = 1:10.0 1 2 3 10 4 11 12 5 4x6 3x4 3-5-6 3-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-11 1-5-7 2.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-10] 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 B21100777 Truss GE01 Truss Type GABLE Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389600 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:29:59 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-xrrexOQFDs4dWFKQ_EyU2Aosz5JePXcaTvsuiszWR06 Scale = 1:41.3 Sheet Front Left Option 0-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 3x4 4x6 5x6 0-0-8 0-0-8 19-6-0 19-5-8 -0-10-8 0-10-8 18-6-0 18-6-0 19-5-15 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 B21100777 Truss GE01A Truss Type GABLE Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389601 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:00 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-P1P09jQt_ADU8PucYxUjaOK21Vft8_sjhZcSEJzWR05 Scale = 1:41.3 Sheet Back Left Option 0-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 4x6 3x4 3x4 4x6 5x6 0-0-8 0-0-8 19-6-0 19-5-8 -0-10-8 0-10-8 18-6-0 18-6-0 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 B21100777 Truss GE02 Truss Type GABLE Qty 4 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389602 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:02 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-LQXnZPS7WnTCNi2_gMWBfpQNDIKPctR09t5ZJBzWR03 Scale = 1:41.3 Sheet Front Left Option 0-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 3x4 4x6 5x6 0-0-8 0-0-8 19-6-0 19-5-8 -0-10-8 0-10-8 18-6-0 18-6-0 19-5-15 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 B21100777 Truss GE02A Truss Type GABLE Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389603 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:03 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-pc59nlTlH5b3?sdBD31QC0yYzigeLKh9OXq6rezWR02 Scale = 1:41.3 Sheet Back Left Option 0-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 3x4 4x6 5x6 0-0-8 0-0-8 19-6-0 19-5-8 -0-10-8 0-10-8 18-6-0 18-6-0 19-5-15 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 B21100777 Truss GE03 Truss Type GABLE Qty 4 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389604 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:06 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-EBmHPnVeZ0zesKMmvCa7qfa3ZviTYhNc4U3mSyzWR0? Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2829 30 31 32 33 34 35 36 37 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 67 3x6 68 3x6 5x6 3x6 3x6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss GE04 Truss Type Roof Special Structural Gable Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389605 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:07 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-iOKgd7WGKK5VTUxySv6MMs73cJv?HxxlI8oJ_PzWR0_ Scale = 1:68.2 Sheet Front Right Option 0-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 25 26 27 3x6 5x6 6x8 5x6 3x6 4x10 3x6 3x6 4x6 3x8 3x4 3x4 3x8 3x4 3x4 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 B21100777 Truss GE04A Truss Type ROOF SPECIAL STRUCTU Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389606 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:10 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-6z0oF8Y8dFT3KxfX81f3_Vlb7XtqUIxB?61_akzWR?x Scale = 1:68.0 Sheet Front Left Option 0-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 25 26 27 3x6 5x6 5x8 5x6 3x6 5x8 4x6 3x8 3x4 3x4 6x6 3x8 3x4 3x4 5x8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss GE05 Truss Type Roof Special Supported Gable Qty 4 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389607 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:13 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-XXhxtAa1wAreBPO6pADmc7NFbk5whs4dh4FeB2zWR?u Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2122 23 24 25 26 27 28 29 30 31 32 33 34 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 3x6 65 5x6 3x6 3x6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss GE06 Truss Type Common Supported Gable Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389608 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:15 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-TwphIscHSn5MRiYUwbFEhYScPYmQ9miw8OklFxzWR?s Scale = 1:62.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 60 61 3x6 5x6 3x6 3x6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss J01 Truss Type Jack-Closed Qty 20 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389609 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:16 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-x6N3VCdvD5ED2s7hUImTEm?i0xyvuE74N2UIoNzWR?r Scale: 3/4"=1' 1 2 3 4 5 10 11 12 2x4 2x4 3x6 3x4 5-5-9 5-5-9 -0-10-8 0-10-8 5-5-9 5-5-9 0-7-13 2-5-11 4.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr 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 B21100777 Truss J02 Truss Type JACK-CLOSED Qty 6 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389610 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:17 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-PJxSjXeX_OM4g0it2?HimzXtvLI8dhNDciDrKqzWR?q Scale: 3/4"=1' 1 2 3 4 5 10 11 12 2x4 2x4 3x6 3x4 5-5-9 5-5-9 -0-10-8 0-10-8 5-5-9 5-5-9 0-7-13 2-5-11 4.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr 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 B21100777 Truss J03 Truss Type HALF HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389611 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:17 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-PJxSjXeX_OM4g0it2?HimzXsaLJpdhSDciDrKqzWR?q Scale: 3/4"=1' 1 2 3 4 5 6 11 12 13 2x4 3x6 3x4 3x4 5x6 4-5-4 4-5-4 5-5-9 1-0-5 -0-10-8 0-10-8 4-5-4 4-5-4 5-5-9 1-0-5 0-7-13 2-0-0 2-1-9 2-0-0 4.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-0-6] 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 B21100777 Truss J04 Truss Type Half Hip Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389612 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:18 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-tVVqwte9kiUxIAH3cjoxJB41Klf2M8dNqMzPsGzWR?p Scale: 3/4"=1' 1 2 3 4 5 6 11 12 13 2x4 3x6 3x4 3x4 5x6 4-5-4 4-5-4 5-5-9 1-0-5 -0-10-8 0-10-8 4-5-4 4-5-4 5-5-9 1-0-5 0-7-13 2-0-0 2-1-9 2-0-0 4.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-0-6] 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 B21100777 Truss J05 Truss Type Jack-Open Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389613 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:19 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-Lh3C8DfnV0covKrG9QJArOdG295A5asW30iyOizWR?o Scale = 1:10.2 1 2 5 3 6 4 3x6 2-5-4 2-5-4 -0-10-8 0-10-8 2-5-4 2-5-4 0-7-13 1-5-9 1-1-6 1-5-9 4.00 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 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 B21100777 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389614 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:20 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-pudaLZgQGJkfXTQSj8rPOc9RTZS7q16fIgSWx9zWR?n Scale = 1:8.6 1 2 5 3 6 4 3x6 1-6-0 1-6-0 -0-10-8 0-10-8 1-6-0 1-6-0 0-7-13 1-1-13 0-9-10 1-1-13 4.00 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 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 B21100777 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389615 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:20 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-pudaLZgQGJkfXTQSj8rPOc9RTZS7q16fIgSWx9zWR?n Scale = 1:8.6 1 2 5 3 6 4 3x6 1-6-0 1-6-0 -0-10-8 0-10-8 1-6-0 1-6-0 0-7-13 1-1-13 0-9-10 1-1-13 4.00 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 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 B21100777 Truss J08 Truss Type JACK-OPEN Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389616 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:21 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-I4AyZvh21dsW9d?eHrMexpicOymiZUMpXKB3TbzWR?m Scale = 1:10.2 1 2 3 4 6 5 3x4 3x4 2-5-4 2-5-4 -0-10-8 0-10-8 2-5-4 2-5-4 0-7-13 1-5-9 1-1-6 1-5-9 4.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-2] 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 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 B21100777 Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389617 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:21 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-I4AyZvh21dsW9d?eHrMexpid1yolZUMpXKB3TbzWR?m Scale = 1:8.6 1 2 3 4 6 5 3x4 3x4 1-6-0 1-6-0 -0-10-8 0-10-8 1-6-0 1-6-0 0-7-13 1-1-13 0-9-10 1-1-13 4.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-2] 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 B21100777 Truss J10 Truss Type JACK-OPEN Qty 1 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389618 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:22 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-mGkLmFhgox_NmnaqrZttT1Fn0M7aIxcyl_xc?1zWR?l Scale = 1:8.6 1 2 5 3 6 4 3x6 1-6-0 1-6-0 -0-10-8 0-10-8 1-6-0 1-6-0 0-7-13 1-1-13 4.00 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. 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 B21100777 Truss JG01 Truss Type Half Hip Girder Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389619 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:23 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-ETIj_biIZE6DOx91OGO60EnsemHW1ID6_egAXTzWR?k Scale = 1:12.3 1 2 3 4 5 7 6 8 9 10 5x6 2x4 3x6 3x8 3x4 3x6 2-5-4 2-5-4 5-5-9 3-0-5 -0-10-8 0-10-8 2-5-4 2-5-4 5-5-9 3-0-5 0-7-13 1-4-2 1-5-9 1-4-2 4.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss JG01 Truss Type Half Hip Girder Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389619 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:23 2021 Page 2 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-ETIj_biIZE6DOx91OGO60EnsemHW1ID6_egAXTzWR?k LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 4=-3(B) 7=-13(B) 10=-1(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 B21100777 Truss JG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389620 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:24 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-ifs5BxjwKYE405kDy_vLYSK1QAdkmlQFDIQj4wzWR?j Scale = 1:12.3 1 2 3 4 5 7 6 8 9 10 5x6 2x4 3x6 3x8 3x4 3x6 2-5-4 2-5-4 5-5-9 3-0-5 -0-10-8 0-10-8 2-5-4 2-5-4 5-5-9 3-0-5 0-7-13 1-4-2 1-5-9 1-4-2 4.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss JG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389620 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:24 2021 Page 2 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-ifs5BxjwKYE405kDy_vLYSK1QAdkmlQFDIQj4wzWR?j LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-3(F) 7=-13(F) 8=-2(F) 10=-4(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss T01 Truss Type COMMON Qty 38 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389621 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:26 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-e2_rcclAs9UoFOuc4OxpetPIXzKwEWbYgcvq8ozWR?h Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 3x8 5x6 3x8 5x12 3x6 5x8 WB 4x8 3x6 3x4 2x4 3x6 3x4 2x4 5x12 3x6 5x8 WB 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss T01A Truss Type COMMON Qty 16 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389622 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:27 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-6EYEpylpdTcftYTod6T2A4yS9NeXzzmhvGeNgFzWR?g Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 26 27 28 29 3x8 5x6 3x8 5x8 3x6 4x8 4x8 3x6 3x4 2x4 3x6 3x4 2x4 5x8 3x6 4x8 9-0-6 9-0-6 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 B21100777 Truss T02 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389623 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:28 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-aQ5c1ImROnkWVi1_Bp_HjIVgvn14iSmr8wOxDhzWR?f Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 11 12 1314 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 38 39 3x6 5x6 6x6 3x6 5x12 3x6 3x4 5x8 WB 2x4 3x6 3x8 3x6 3x6 3x4 2x4 5x12 3x6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss T03 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389624 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:30 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-XpDMS_ohwO_Ek0BNIE0loja?AbfNAUM8bDt1HZzWR?d Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 1112 18 17 16 15 14 13 27 28 29 30 31 32 33 34 35 36 37 38 39 3x6 5x12 5x8 3x6 5x8 3x6 4x6 3x6 2x4 3x4 3x8 3x6 2x4 5x8 3x6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss T04 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389625 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:31 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-??nkfKoJhi65MAmZsyX_Lw7CH_08vtkHqtcbp0zWR?c Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 26 27 28 29 30 31 32 33 34 35 36 5x6 5x6 5x12 3x6 4x8 3x6 2x4 3x8 3x4 3x8 3x6 2x4 5x12 3x6 4x8 6-10-8 6-10-8 13-5-9 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss T05 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389626 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:33 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-xOvV40qZCJNpbTwy_NZSQLCSFomSNqZaHB5iuuzWR?a Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 5x12 5x12 5x12 3x6 4x8 3x6 2x4 3x4 3x12 2x4 3x4 3x6 2x4 5x12 3x6 4x8 5-5-6 5-5-6 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 B21100777 Truss T06 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389627 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:34 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-PaTtHLrCzdVgDdV8X45hyZlhHC1H6HcjWrrFQLzWR?Z Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22 23 24 25 26 27 28 29 30 31 32 5x8 3x6 5x8 3x8 3x8 MT18HS 3x12 2x4 3x6 3x4 3x6 3x12 2x4 5x8 3x8 5x8 3x8 MT18HS 9-5-9 9-5-9 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss T07 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389628 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:36 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-Lzadi1sSVElNSxfXfV792_q_n?kPa9I0z9KMVDzWR?X Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 1314 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 38 39 40 41 5x6 3x6 5x8 3x6 3x16 MT18HS 4x10 2x4 3x12 3x4 3x4 3x4 3x12 4x10 2x4 5x8 3x6 5x6 3x16 MT18HS 7-5-9 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100777 Truss TG01 Truss Type HIP GIRDER Qty 2 Ply 2 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389629 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:38 2021 Page 1 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-ILiO7jui1r?5hEovmw9d7PvQxpS22zhJRTpSZ6zWR?V Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 2728 29 30 31 32 33 34 35 36 37 6x16 4x8 4x10 6x18 MT18HS 3x8 4x10 4x6 4x10 2x4 4x6 4x10 6x16 3x8 6x18 MT18HS 4x10 5-5-9 5-5-9 11-10-14 6-5-6 18-6-0 6-7-2 25-1-2 6-7-2 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 B21100777 Truss TG01 Truss Type HIP GIRDER Qty 2 Ply 2 ONYX + EAST - UWC BLDG. C ROOF Job Reference (optional) I45389629 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Mar 28 10:30:39 2021 Page 2 ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-mYGmK3vKo97yJON6KdgsfcSbhDoHnQxSf7Y06YzWR?U NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 709 lb down and 44 lb up at 2-6-0, 331 lb down and 39 lb up at 4-6-0, 331 lb down and 51 lb up at 6-6-0, 331 lb down and 51 lb up at 8-6-0, 331 lb down and 51 lb up at 10-6-0, 331 lb down and 51 lb up at 12-6-0, 331 lb down and 51 lb up at 14-6-0, 331 lb down and 51 lb up at 16-6-0, 331 lb down and 51 lb up at 18-6-0, 331 lb down and 51 lb up at 20-6-0, 331 lb down and 51 lb up at 22-6-0, 331 lb down and 51 lb up at 24-6-0, 331 lb down and 51 lb up at 26-6-0, 331 lb down and 51 lb up at 28-6-0, 331 lb down and 51 lb up at 30-6-0, and 331 lb down and 46 lb up at 32-6-0, and 709 lb down and 44 lb up at 34-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-8=-64, 8-10=-64, 2-9=-24 Concentrated Loads (lb) Vert: 14=-184(B) 20=-193(B) 21=-184(B) 22=-184(B) 23=-184(B) 24=-184(B) 25=-184(B) 26=-184(B) 28=-184(B) 29=-184(B) 31=-184(B) 32=-184(B) 33=-184(B) 34=-184(B) 35=-184(B) 36=-184(B) 37=-193(B) 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 31-6-7 6-5-6 37-0-0 5-5-9 -0-10-8 0-10-8 5-5-9 5-5-9 11-10-14 6-5-6 18-6-0 6-7-2 25-1-2 6-7-2 31-6-7 6-5-6 37-0-0 5-5-9 37-10-8 0-10-8 0-7-13 2-4-4 2-5-11 0-7-13 2-4-4 4.00 12 Plate Offsets (X,Y)-- [12:0-3-8,0-2-0], [16:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 12.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.72 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.88 -1.43 0.17 0.46 (loc) 14-16 12-14 9 14 l/defl >499 >309 n/a >959 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 417 lb FT = 11% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-6,6-8: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-16,4-14,7-14,8-12: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-5-15 oc purlins, except 2-0-0 oc purlins (4-5-7 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 9=0-3-8 Max Horz 2=-27(LC 6) Max Uplift 2=-457(LC 8), 9=-462(LC 8) Max Grav 2=4346(LC 29), 9=4346(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11231/1146, 3-4=-17820/1939, 4-5=-20450/2228, 5-7=-20450/2228, 7-8=-17820/1945, 8-9=-11231/1158 BOT CHORD 2-17=-1031/10541, 16-17=-1028/10423, 14-16=-1876/17819, 12-14=-1881/17819, 11-12=-1039/10423, 9-11=-1042/10541 WEBS 3-17=-41/1662, 3-16=-886/7868, 4-16=-1098/214, 4-14=-357/3004, 5-14=-427/118, 7-14=-352/3003, 7-12=-1098/213, 8-12=-880/7868, 8-11=-47/1662 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=457, 9=462. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along Continued the Bottom on page Chord, 2 nonconcurrent with any other live loads. March 29,2021 7-5-9 15-5-2 7-11-9 21-6-14 6-1-12 29-6-7 7-11-9 37-0-0 7-5-9 -0-10-8 0-10-8 3-10-8 3-10-8 7-5-9 3-7-0 12-10-5 5-4-12 18-6-0 5-7-11 24-1-11 5-7-11 29-6-7 5-4-12 33-1-8 3-7-0 37-0-0 3-10-8 37-10-8 0-10-8 0-7-13 3-0-2 3-1-11 0-7-13 3-0-2 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-10], [13:Edge,0-2-10] 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 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.86 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.94 0.17 0.35 (loc) 17-18 17-18 13 17-18 l/defl >941 >475 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 130 lb FT = 11% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. WEBS 1 Row at midpt 6-20, 9-15 REACTIONS. (size) 2=0-3-8, 13=0-3-8 Max Horz 2=35(LC 11) Max Uplift 2=-142(LC 12), 13=-142(LC 12) Max Grav 2=1533(LC 1), 13=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3258/732, 4-5=-3382/706, 5-6=-3179/689, 6-7=-4875/1000, 7-9=-4875/1000, 9-10=-3179/689, 10-11=-3382/706, 11-13=-3258/732 BOT CHORD 2-20=-636/3006, 18-20=-906/4578, 17-18=-958/5067, 15-17=-909/4578, 13-15=-633/3006 WEBS 4-20=0/381, 5-20=-73/725, 6-20=-1625/370, 6-18=0/476, 7-18=-300/117, 7-17=-300/117, 9-17=0/476, 9-15=-1625/370, 10-15=-73/725, 11-15=0/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 7-5-9, Exterior(2R) 7-5-9 to 12-10-5, Interior(1) 12-10-5 to 29-6-7, Exterior(2R) 29-6-7 to 34-9-4, Interior(1) 34-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 13=142. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 29,2021 18-6-0 9-0-7 27-6-7 9-0-7 37-0-0 9-5-9 -0-10-8 0-10-8 4-10-8 4-10-8 9-5-9 4-7-0 15-5-14 6-0-5 21-6-2 6-0-5 27-6-7 6-0-5 32-1-8 4-7-0 37-0-0 4-10-8 37-10-8 0-10-8 0-7-13 3-8-2 3-9-11 0-7-13 3-8-2 4.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-3-2], [12:0-0-10,0-3-2] 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-S 0.71 0.90 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.83 0.16 0.25 (loc) 16-18 16-18 12 16 l/defl >959 >537 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 130 lb FT = 11% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-5-11, Right 2x4 SPF-S Stud 2-5-11 BRACING- TOP CHORD Sheathed or 3-5-10 oc purlins, except 2-0-0 oc purlins (2-5-10 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. WEBS 1 Row at midpt 6-18, 8-14 REACTIONS. (size) 2=0-3-8, 12=0-3-8 Max Horz 2=-44(LC 10) Max Uplift 2=-142(LC 12), 12=-142(LC 12) Max Grav 2=1533(LC 1), 12=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3357/781, 4-5=-3271/690, 5-6=-3066/683, 6-8=-4043/859, 8-9=-3066/683, 9-10=-3271/690, 10-12=-3357/782 BOT CHORD 2-18=-690/3057, 16-18=-773/3963, 14-16=-788/3963, 12-14=-675/3057 WEBS 4-18=0/263, 5-18=-52/670, 6-18=-1125/273, 6-16=0/286, 8-16=0/286, 8-14=-1125/272, 9-14=-52/670, 10-14=0/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 9-5-9, Exterior(2R) 9-5-9 to 14-8-6, Interior(1) 14-8-6 to 27-6-7, Exterior(2R) 27-6-7 to 32-9-4, Interior(1) 32-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 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) 2=142, 12=142. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 29,2021 11-5-9 6-0-3 18-6-0 7-0-7 25-6-7 7-0-7 31-6-10 6-0-3 37-0-0 5-5-6 -0-10-8 0-10-8 5-5-6 5-5-6 11-5-9 6-0-3 18-6-0 7-0-7 25-6-7 7-0-7 31-6-10 6-0-3 37-0-0 5-5-6 37-10-8 0-10-8 0-7-13 4-4-2 4-5-11 0-7-13 4-4-2 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [5:0-6-0,0-1-11], [7:0-6-0,0-1-11], [10:Edge,0-2-6] 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-MS 0.99 0.69 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.56 0.14 0.21 (loc) 15 15-17 10 15 l/defl >999 >786 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed, except 2-0-0 oc purlins (3-8-13 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=-52(LC 10) Max Uplift 2=-142(LC 12), 10=-142(LC 12) Max Grav 2=1533(LC 1), 10=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3346/739, 4-5=-3097/701, 5-6=-3457/815, 6-7=-3457/815, 7-8=-3097/701, 8-10=-3346/739 BOT CHORD 2-18=-646/3120, 17-18=-646/3120, 15-17=-539/2902, 13-15=-536/2902, 12-13=-643/3120, 10-12=-643/3120 WEBS 4-18=-31/258, 4-17=-392/115, 5-17=0/420, 5-15=-144/792, 6-15=-523/233, 7-15=-144/792, 7-13=0/420, 8-13=-392/115, 8-12=-31/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 11-5-9, Exterior(2R) 11-5-9 to 16-8-6, Interior(1) 16-8-6 to 25-6-7, Exterior(2R) 25-6-7 to 30-9-4, Interior(1) 30-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 10=142. 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 has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 29,2021 6-7-0 23-6-7 10-0-14 30-1-8 6-7-0 37-0-0 6-10-8 -0-10-8 0-10-8 6-10-8 6-10-8 13-5-9 6-7-0 18-6-0 5-0-7 23-6-7 5-0-7 30-1-8 6-7-0 37-0-0 6-10-8 37-10-8 0-10-8 0-7-13 5-0-4 5-1-11 0-7-13 5-0-4 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [10:Edge,0-2-6] 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-MS 0.63 0.93 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.91 0.14 0.17 (loc) 14-15 14-15 10 15-17 l/defl >856 >486 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 3-3-5 oc purlins, except 2-0-0 oc purlins (3-4-2 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=61(LC 11) Max Uplift 2=-142(LC 12), 10=-142(LC 12) Max Grav 2=1533(LC 1), 10=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3362/752, 4-5=-2912/667, 5-6=-2698/669, 6-7=-2698/669, 7-8=-2912/667, 8-10=-3362/752 BOT CHORD 2-17=-646/3130, 15-17=-646/3130, 14-15=-565/2892, 12-14=-643/3130, 10-12=-643/3130 WEBS 4-17=-4/294, 4-15=-497/177, 5-15=-40/562, 6-15=-420/137, 6-14=-420/137, 7-14=-40/562, 8-14=-497/177, 8-12=-4/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 13-5-9, Exterior(2R) 13-5-9 to 18-6-0, Interior(1) 18-6-0 to 23-6-7, Exterior(2R) 23-6-7 to 28-9-4, Interior(1) 28-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 10=142. 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 has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 29,2021 4x6 7-10-8 7-10-8 15-5-9 7-7-0 21-6-7 6-0-14 29-1-8 7-7-0 37-0-0 7-10-8 -0-10-8 0-10-8 7-10-8 7-10-8 15-5-9 7-7-0 21-6-7 6-0-14 29-1-8 7-7-0 37-0-0 7-10-8 37-10-8 0-10-8 0-7-13 5-8-2 5-9-11 0-7-13 5-8-2 4.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-2-6], [6:0-6-0,0-1-11], [11:0-0-4,0-2-6] 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-MS 0.72 0.97 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.58 0.15 0.17 (loc) 16-18 16-18 11 16-18 l/defl >999 >770 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 3-0-1 oc purlins, except 2-0-0 oc purlins (3-1-1 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS. (size) 2=0-3-8, 11=0-3-8 Max Horz 2=-70(LC 10) Max Uplift 2=-142(LC 12), 11=-142(LC 12) Max Grav 2=1533(LC 1), 11=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3362/751, 4-6=-2698/662, 6-7=-2486/671, 7-9=-2698/662, 9-11=-3362/751 BOT CHORD 2-18=-638/3127, 16-18=-638/3127, 15-16=-457/2485, 13-15=-636/3126, 11-13=-636/3126 WEBS 4-18=0/351, 4-16=-720/195, 6-16=0/503, 7-15=-3/468, 9-15=-719/195, 9-13=0/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 15-5-9, Exterior(2R) 15-5-9 to 20-8-6, Interior(1) 20-8-6 to 21-6-7, Exterior(2R) 21-6-7 to 26-9-4, Interior(1) 26-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 11=142. 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 has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 29,2021 5x8 WB 8-10-8 8-10-8 17-5-9 8-7-0 19-6-7 2-0-14 28-1-8 8-7-0 37-0-0 8-10-8 -0-10-8 0-10-8 6-0-3 6-0-3 11-8-14 5-8-11 17-5-9 5-8-11 19-6-7 2-0-14 25-3-2 5-8-11 30-11-13 5-8-11 37-0-0 6-0-3 37-10-8 0-10-8 0-7-13 6-4-2 6-5-11 0-7-13 6-4-2 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [13:0-0-0,0-2-6] 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-MS 0.64 0.76 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.63 0.14 0.19 (loc) 15-17 15-17 13 15-17 l/defl >999 >702 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,10-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-7-11 oc purlins, except 2-0-0 oc purlins (3-9-13 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. REACTIONS. (size) 2=0-3-8, 13=0-3-8 Max Horz 2=-78(LC 10) Max Uplift 2=-142(LC 12), 13=-142(LC 12) Max Grav 2=1533(LC 1), 13=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3370/717, 4-6=-3166/664, 6-7=-2447/593, 7-8=-2259/592, 8-9=-2444/591, 9-11=-3167/649, 11-13=-3371/706 BOT CHORD 2-20=-614/3134, 18-20=-532/2805, 17-18=-343/2256, 15-17=-511/2805, 13-15=-595/3134 WEBS 6-20=0/481, 6-18=-696/222, 7-18=-88/522, 8-17=-76/611, 9-17=-699/224, 9-15=0/482 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 17-5-9, Exterior(2E) 17-5-9 to 19-6-7, Exterior(2R) 19-6-7 to 24-9-4, Interior(1) 24-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 13=142. 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 has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 29,2021 18-6-0 9-5-10 27-11-10 9-5-10 37-0-0 9-0-6 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-11 18-6-0 5-5-15 23-11-15 5-5-15 30-7-11 6-7-11 37-0-0 6-4-5 0-7-13 6-9-13 0-7-13 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-14], [12:Edge,0-2-14] 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-MS 0.83 0.98 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.64 0.15 0.20 (loc) 15-17 15-17 12 15-17 l/defl >999 >699 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 2=0-3-8, 12=0-3-8 Max Horz 2=85(LC 11) Max Uplift 2=-142(LC 12), 12=-112(LC 12) Max Grav 2=1533(LC 1), 12=1479(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3392/674, 4-6=-3155/612, 6-7=-2315/527, 7-8=-2315/529, 8-10=-3160/619, 10-12=-3399/684 BOT CHORD 2-17=-586/3157, 15-17=-467/2688, 13-15=-458/2690, 12-13=-587/3165 WEBS 7-15=-187/1160, 8-15=-750/237, 8-13=0/484, 10-13=-305/178, 6-15=-748/236, 6-17=0/482, 4-17=-301/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 18-6-0, Exterior(2R) 18-6-0 to 22-2-6, Interior(1) 22-2-6 to 37-0-0 zone; cantilever left and right exposed ; end vertical left 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) except (jt=lb) 2=142, 12=112. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 29,2021 9-0-6 9-0-6 18-6-0 9-5-10 27-11-10 9-5-10 37-0-0 9-0-6 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-11 18-6-0 5-5-15 23-11-15 5-5-15 30-7-11 6-7-11 37-0-0 6-4-5 37-10-8 0-10-8 0-7-13 6-9-13 0-7-13 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [12:Edge,0-2-6] 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-MS 0.82 0.87 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.82 0.14 0.19 (loc) 16-18 16-18 12 16-18 l/defl >913 >543 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,9-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 12=0-3-8 Max Horz 2=-84(LC 10) Max Uplift 2=-142(LC 12), 12=-142(LC 12) Max Grav 2=1533(LC 1), 12=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3388/674, 4-6=-3150/612, 6-7=-2314/527, 7-8=-2314/527, 8-10=-3150/612, 10-12=-3388/674 BOT CHORD 2-18=-566/3154, 16-18=-447/2686, 14-16=-448/2686, 12-14=-568/3154 WEBS 7-16=-186/1160, 8-16=-746/237, 8-14=0/557, 10-14=-302/173, 6-16=-746/237, 6-18=0/557, 4-18=-302/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 18-6-0, Exterior(2R) 18-6-0 to 22-2-6, Interior(1) 22-2-6 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) except (jt=lb) 2=142, 12=142. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. March 29,2021 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-P 0.48 0.92 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.07 0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >972 >890 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 4-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-3-8 Max Horz 2=29(LC 32) Max Uplift 6=-19(LC 5), 2=-44(LC 8) Max Grav 6=724(LC 27), 2=720(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1356/1 BOT CHORD 2-7=-6/1230, 6-7=-12/1120 WEBS 4-7=0/849, 4-6=-1200/13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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) 97 lb down and 41 lb up at 2-5-4, and 23 lb down and 37 lb up at 3-6-5 on top chord, and 362 lb down at 2-5-4, and 254 lb down at 3-6-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Continued on page 2 March 29,2021 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-P 0.48 0.92 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.07 0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >968 >891 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 4-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-3-8 Max Horz 2=29(LC 8) Max Uplift 6=-20(LC 5), 2=-43(LC 8) Max Grav 6=733(LC 27), 2=724(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1365/0 BOT CHORD 2-7=-5/1238, 6-7=-10/1128 WEBS 4-7=0/846, 4-6=-1209/11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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) 97 lb down and 41 lb up at 2-5-4, and 20 lb down and 31 lb up at 3-6-5 on top chord, and 362 lb down at 2-5-4, and 251 lb down at 3-6-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 March 29,2021 TC BC WB Matrix-R 0.09 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 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 12) Max Uplift 5=-43(LC 12), 3=-7(LC 9) Max Grav 5=305(LC 24), 3=22(LC 1), 4=261(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. March 29,2021 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-5-2 BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=23(LC 12) Max Uplift 4=-12(LC 12), 2=-36(LC 12) Max Grav 4=29(LC 1), 2=302(LC 24), 5=265(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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) 4, 2. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. March 29,2021 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.02 -0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-5-9 BRACING- TOP CHORD Sheathed or 2-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=32(LC 12) Max Uplift 4=-24(LC 12), 2=-34(LC 12) Max Grav 4=62(LC 1), 2=318(LC 24), 5=274(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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) 4, 2. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. March 29,2021 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 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=39(LC 12) Max Uplift 5=-42(LC 12), 3=-8(LC 9) Max Grav 5=305(LC 24), 3=22(LC 1), 4=261(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. March 29,2021 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 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=39(LC 12) Max Uplift 5=-42(LC 12), 3=-8(LC 9) Max Grav 5=305(LC 24), 3=22(LC 1), 4=261(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. March 29,2021 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 2-5-4 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=48(LC 12) Max Uplift 5=-39(LC 12), 3=-18(LC 12) Max Grav 5=320(LC 24), 3=54(LC 1), 4=271(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. March 29,2021 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.62 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.02 0.04 (loc) 6-9 6-9 2 6-9 l/defl >633 >472 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=Mechanical Max Horz 2=65(LC 11) Max Uplift 2=-47(LC 12), 6=-15(LC 12) Max Grav 2=375(LC 29), 6=355(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-564/54 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 4-5-4, Exterior(2E) 4-5-4 to 5-3-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 29,2021 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.62 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.02 0.04 (loc) 6-9 6-9 2 6-9 l/defl >633 >472 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=Mechanical Max Horz 2=54(LC 12) Max Uplift 2=-40(LC 12), 6=-22(LC 12) Max Grav 2=375(LC 29), 6=355(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-564/33 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 4-5-4, Exterior(2E) 4-5-4 to 5-3-13 zone; cantilever 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 29,2021 Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.66 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.02 0.07 (loc) 5-8 5-8 2 5-8 l/defl >573 >406 n/a >960 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 2=0-3-8 Max Horz 2=67(LC 12) Max Uplift 5=-27(LC 12), 2=-35(LC 12) Max Grav 5=355(LC 27), 2=375(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-475/36 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 5-3-13 zone; cantilever 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, 2. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. March 29,2021 Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.66 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.02 0.07 (loc) 5-8 5-8 2 5-8 l/defl >573 >407 n/a >960 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 2=0-3-8 Max Horz 2=67(LC 12) Max Uplift 5=-27(LC 12), 2=-35(LC 12) Max Grav 5=355(LC 27), 2=375(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-476/36 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 5-3-13 zone; cantilever left and right exposed ; end vertical left 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, 2. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. March 29,2021 3x6 3x4 5x6 5x6 37-0-0 37-0-0 -0-10-8 0-10-8 18-6-0 18-6-0 37-0-0 18-6-0 0-7-13 6-9-13 0-7-13 4.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge], [43:0-1-12,0-0-0], [44:0-0-0,0-1-12], [48:0-0-0,0-1-12], [49:0-1-12,0-0-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.05 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 32 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 175 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 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 37-0-0. (lb) - Max Horz 2=93(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 47, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33 Max Grav All reactions 250 lb or less at joint(s) 32, 2, 46, 47, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=37ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-9-14, Exterior(2N) 2-9-14 to 18-6-0, Corner(3R) 18-6-0 to 22-2-6, Exterior(2N) 22-2-6 to 36-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) 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) 2, 47, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 29,2021 3x6 3x6 3x4 3x6 5x6 5x6 39-0-0 39-0-0 -0-10-8 0-10-8 18-6-0 18-6-0 19-6-0 1-0-0 20-6-0 1-0-0 39-0-0 18-6-0 0-7-13 6-5-13 6-9-13 0-7-13 4.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge], [20:0-3-0,Edge], [26:0-3-0,0-3-0], [45:0-1-12,0-0-0], [46:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 35 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 189 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 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 39-0-0. (lb) - Max Horz 2=94(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 50, 48, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36 Max Grav All reactions 250 lb or less at joint(s) 35, 2, 51, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 50, 49, 48, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 3-0-5, Exterior(2N) 3-0-5 to 18-6-0, Corner(3E) 18-6-0 to 19-6-0, Exterior(2N) 19-6-0 to 20-6-0, Corner(3R) 20-6-0 to 24-4-13, Exterior(2N) 24-4-13 to 38-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) 2, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 50, 48, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 29,2021 2x4 3x6 3x4 5x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 6x8 0-0-8 0-0-8 9-0-6 8-11-14 18-6-0 9-5-10 20-6-0 2-0-0 29-11-10 9-5-10 37-0-0 7-0-6 39-0-0 2-0-0 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-11 18-6-0 5-5-15 19-5-15 0-11-15 19-6-0 0-0-1 20-6-0 1-0-0 25-11-15 5-5-15 32-7-11 6-7-11 39-0-0 6-4-5 0-7-13 6-5-13 6-9-13 0-7-13 4.00 12 Plate Offsets (X,Y)-- [2:0-4-10,0-0-10], [2:1-6-9,0-6-3], [2:2-9-7,0-11-2], [4:0-2-0,0-0-0], [8:0-3-11,0-2-8], [13:0-3-4,0-2-8], [14:0-3-10,0-2-6], [14:1-4-9,0-1-8], [15:0-3-8,0-3-0], [24:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.83 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.54 0.13 0.15 (loc) 16-18 19-21 15 19-21 l/defl >999 >813 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 199 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-20: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-3-6, Right 2x4 SPF-S Stud 2-1-8 BRACING- TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 12-15 REACTIONS. All bearings 2-3-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=-86(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-140(LC 12), 14=-479(LC 1), 15=-158(LC 12) Max Grav All reactions 250 lb or less at joint(s) 14 except 2=1571(LC 1), 15=2240(LC 1), 15=2240(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3511/669, 4-6=-3226/605, 6-7=-2300/518, 7-8=-2160/516, 8-9=-2123/506, 9-10=-2264/515, 10-12=-2441/470, 12-13=-137/925, 13-14=-203/1006 BOT CHORD 2-21=-573/3207, 19-21=-450/2715, 18-19=-283/2178, 16-18=-375/2370, 15-16=-323/1920, 14-15=-842/190 WEBS 8-18=-641/150, 9-18=-176/935, 10-18=-447/168, 12-16=0/490, 8-19=-464/99, 7-19=-178/962, 6-19=-794/232, 6-21=0/541, 4-21=-279/180, 13-15=-429/144, 12-15=-3214/598 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 3-0-5, Interior(1) 3-0-5 to 18-6-0, Exterior(2E) 18-6-0 to 19-6-0, Interior(1) 19-6-0 to 20-6-0, Exterior(2R) 20-6-0 to 24-4-13, Interior(1) 24-4-13 to 39-0-0 zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 2, 479 lb uplift at joint 14 and 158 lb uplift at joint 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 29,2021 4x10 5x8 4x6 9-0-6 9-0-6 18-6-0 9-5-10 20-6-0 2-0-0 29-11-10 9-5-10 37-0-0 7-0-6 38-11-8 1-11-8 39-0-0 0-0-8 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-11 18-6-0 5-5-15 19-6-0 1-0-0 19-6-1 0-0-1 20-6-0 0-11-15 25-11-15 5-5-15 32-7-11 6-7-11 39-0-0 6-4-5 0-7-13 6-5-13 6-9-13 0-7-13 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [8:0-3-11,0-3-0], [12:0-2-0,0-0-0], [13:0-1-12,0-2-8], [13:0-2-0,0-0-4], [14:0-0-0,0-2-6], [14:1-9-1,0-0-0], [22:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.58 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.70 0.16 0.21 (loc) 16-18 16-18 14 16-18 l/defl >999 >631 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,11-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-3-6, Right 2x4 SPF-S Stud 2-1-8 BRACING- TOP CHORD Sheathed or 2-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. WEBS 1 Row at midpt 6-19 REACTIONS. All bearings 2-3-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=-86(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-149(LC 12), 14=-123(LC 12) Max Grav All reactions 250 lb or less at joint(s) 15, 15 except 2=1685(LC 1), 14=1474(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3815/726, 4-6=-3542/665, 6-7=-2643/581, 7-8=-2491/576, 8-9=-2495/574, 9-10=-2647/585, 10-12=-3447/662, 12-13=-3656/718, 13-14=-3727/681 BOT CHORD 2-21=-627/3490, 19-21=-508/3031, 18-19=-348/2535, 16-18=-491/3000, 15-16=-601/3397, 14-15=-601/3397 WEBS 8-18=-615/142, 9-18=-214/1147, 10-18=-743/233, 10-16=0/421, 12-16=-254/160, 8-19=-632/134, 7-19=-210/1141, 6-19=-785/231, 6-21=0/521, 4-21=-263/175 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 3-0-5, Interior(1) 3-0-5 to 18-6-0, Exterior(2E) 18-6-0 to 19-6-0, Interior(1) 19-6-0 to 20-6-0, Exterior(2R) 20-6-0 to 24-4-13, Interior(1) 24-4-13 to 39-0-0 zone; cantilever left and right exposed ; end vertical left 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 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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 149 lb uplift at joint 2 and 123 lb uplift at joint 14. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 29,2021 3x6 3x4 5x6 5x6 3x6 3x4 39-0-0 39-0-0 -0-10-8 0-10-8 18-6-0 18-6-0 19-6-0 1-0-0 20-6-0 1-0-0 39-0-0 18-6-0 39-10-8 0-10-8 0-7-13 6-5-13 6-9-13 0-7-13 4.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge], [18:0-3-0,Edge], [20:0-3-0,Edge], [36:0-4-2,Edge], [47:0-0-0,0-1-12], [48:0-1-12,0-0-0], [56:0-1-12,0-0-0], [57:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 36 36 36 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5, Right 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 39-0-0. (lb) - Max Horz 2=85(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 52, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 50, 49, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 36 Max Grav All reactions 250 lb or less at joint(s) 2, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 51, 50, 49, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 36 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 3-0-5, Exterior(2N) 3-0-5 to 18-6-0, Corner(3E) 18-6-0 to 19-5-15, Exterior(2N) 19-5-15 to 20-6-0, Corner(3R) 20-6-0 to 24-4-13, Exterior(2N) 24-4-13 to 39-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) 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) 2, 52, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 50, 49, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 36. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 29,2021 0-11-15 19-6-0 0-0-1 0-7-13 6-9-13 6-5-13 4.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-2], [9:0-3-0,0-3-0], [24:0-3-0,0-1-4], [24:0-0-0,0-1-12], [25:0-1-12,0-0-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 125 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 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-6-0. (lb) - Max Horz 2=185(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-335/104, 4-5=-269/80, 5-6=-254/78 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=37ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-9-14, Exterior(2N) 2-9-14 to 18-6-0, Corner(3E) 18-6-0 to 19-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 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) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 29,2021 0-11-15 19-6-0 0-0-1 0-7-13 6-9-13 6-5-13 4.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-2], [9:0-3-0,0-3-0], [24:0-3-0,0-1-4], [24:0-0-0,0-1-12], [25:0-1-12,0-0-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 125 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 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-6-0. (lb) - Max Horz 2=185(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-335/104, 4-5=-269/80, 5-6=-254/78 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=37ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-9-14, Exterior(2N) 2-9-14 to 18-6-0, Corner(3E) 18-6-0 to 19-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 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) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 29,2021 19-5-15 0-11-15 19-6-0 0-0-1 0-7-13 6-9-13 6-5-13 4.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-2], [9:0-3-0,0-3-0], [24:0-3-0,0-1-4], [24:0-0-0,0-1-12], [25:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 12.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 125 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 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-6-0. (lb) - Max Horz 2=185(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-256/104 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 3-0-5, Interior(1) 3-0-5 to 18-6-0, Exterior(2E) 18-6-0 to 19-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 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) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 29,2021 0-11-15 19-6-0 0-0-1 0-7-13 6-9-13 6-5-13 4.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-2], [9:0-3-0,0-3-0], [24:0-3-0,0-1-4], [24:0-0-0,0-1-12], [25:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 12.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 125 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 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-6-0. (lb) - Max Horz 2=185(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-335/104, 4-5=-269/80, 5-6=-254/78 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 3-0-5, Exterior(2N) 3-0-5 to 18-6-0, Corner(3E) 18-6-0 to 19-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 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) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 29,2021 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.05 0.01 0.00 (loc) 5-8 5-8 2 8 l/defl >851 >755 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=37(LC 8) Max Uplift 4=-19(LC 8), 2=-54(LC 8) Max Grav 4=126(LC 20), 2=453(LC 21), 5=390(LC 23) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-517/28 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 19 lb uplift at joint 4 and 54 lb uplift at joint 2. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 24 lb up at 2-0-6 on top chord, and 250 lb down and 0 lb up at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 12=-2(B) March 29,2021 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.05 0.01 0.00 (loc) 5-8 5-8 2 8 l/defl >851 >755 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=37(LC 8) Max Uplift 4=-19(LC 8), 2=-54(LC 8) Max Grav 4=126(LC 20), 2=453(LC 21), 5=390(LC 23) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-517/28 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 19 lb uplift at joint 4 and 54 lb uplift at joint 2. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 14 lb up at 2-0-6 on top chord, and 250 lb down and 2 lb up at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 12=2(F) March 29,2021 Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.63 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.05 0.01 0.00 (loc) 5-8 5-8 2 8 l/defl >869 >769 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=37(LC 28) Max Uplift 4=-19(LC 8), 2=-54(LC 8) Max Grav 4=120(LC 20), 2=447(LC 21), 5=388(LC 23) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-515/26 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 19 lb uplift at joint 4 and 54 lb uplift at joint 2. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 19 lb up at 2-0-6 on top chord, and 250 lb down at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 March 29,2021 Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.05 0.01 0.00 (loc) 5-8 5-8 2 8 l/defl >851 >755 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=37(LC 8) Max Uplift 4=-19(LC 8), 2=-54(LC 8) Max Grav 4=126(LC 20), 2=453(LC 21), 5=390(LC 23) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-517/28 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 19 lb uplift at joint 4 and 54 lb uplift at joint 2. 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) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 14 lb up at 2-0-6 on top chord, and 250 lb down and 2 lb up at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 12=2(B) March 29,2021