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HomeMy WebLinkAboutI44749591.39_ESTATES_AT_TOWNE_MEADOW16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). February 10,2021 Liu, Xuegang Pages or sheets covered by this seal: I44749591 thru I44749675 My license renewal date for the state of Indiana is July 31, 2022. 39_ESTATES_AT_TOWNE_MEADOW 39 Estates at Towne Meadow 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 39_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749591 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:45 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-wg9piTmzKLbd8v8tIU1_tNlxne4Cia6Eiq6JwPzma2i Scale = 1:56.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3736 35 34 33 32 31 30 29 28 27 26 25 24 23 22 2120 4x6 3x6 19-11-0 19-11-0 -1-0-0 1-0-0 9-11-8 9-11-8 19-11-0 9-11-8 20-11-0 1-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749592 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:46 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-OsjCvpnb5fjUm3j3sBYDPaHxF2EIR4iNxUrsSrzma2h Scale = 1:19.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 6 4 5 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-4-8 2-4-8 -1-0-0 1-0-0 8-5-0 8-5-0 0-8-8 3-1-15 0-3-8 3.50 12 Plate Offsets (X,Y)-- [2:0-0-13,0-2-12], [4:0-1-15,0-0-10], [6:0-0-0,0-2-12] LOADING (psf) TCLL TCDL BCLL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749593 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:47 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-s3Ha69oDszrLODIFQv3SyoqIeSlkAX3XA8bQ_Hzma2g Scale = 1:15.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x6 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 5-5-0 5-5-0 0-8-8 2-3-7 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749594 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:47 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-s3Ha69oDszrLODIFQv3SyoqJKSm6AXhXA8bQ_Hzma2g Scale = 1:14.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 1-4-0 1-4-0 1-3-0 2-4-5 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss GE05 Truss Type GABLE Qty 2 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749595 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:48 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-LFryKVprdGzC?NsR_cahV?NTus6Nv_wgOoKzXkzma2f Scale = 1:15.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-0 2-5-0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss GE06 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749596 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:49 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-pROKXrqTNa53dXReXK5w1Dve6GRqeO0pdS4W3Azma2e Scale = 1:38.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x6 13-3-0 13-3-0 -1-0-0 1-0-0 6-7-8 6-7-8 13-3-0 6-7-8 14-3-0 1-0-0 1-3-0 6-9-4 1-3-0 10.00 12 LOADING (psf) TCLL TCDL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss GE07 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749597 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:49 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-pROKXrqTNa53dXReXK5w1Dve_GRneOZpdS4W3Azma2e Scale = 1:40.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x6 13-11-0 13-11-0 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1-3-0 7-0-9 1-3-0 10.00 12 LOADING (psf) TCLL TCDL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss J01 Truss Type Jack-Open Qty 14 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749598 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:50 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-HeyilBq58uDwFg0q51c9aQSnGfmrNulzs6p4bczma2d Scale = 1:26.0 1 2 5 4 3 2x4 3x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-0 4-7-0 4-1-3 4-7-0 10.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss J02 Truss Type Jack-Open Qty 3 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749599 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:51 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-lqW5yXrkvBLnsqb0fl7O6e?_e3806LH64mZd73zma2c Scale = 1:15.1 1 2 5 4 3 2x4 3x4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-0 2-5-0 1-11-13 2-5-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss J03 Truss Type Jack-Open Qty 10 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749600 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:51 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-lqW5yXrkvBLnsqb0fl7O6e?y03646L864mZd73zma2c Scale = 1:21.8 1 2 5 4 3 2x4 3x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-1-0 3-9-0 3-3-13 3-9-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss J04 Truss Type Jack-Open Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749601 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:52 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-D04TAssMgVTeU_ADDSfdfrX5ETHxrnwGJQIAgVzma2b Scale = 1:21.8 1 4 2 5 3 2x4 2x4 4-0-0 4-0-0 4-0-0 4-0-0 1-1-0 3-9-0 3-3-13 3-9-0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss J05 Truss Type Jack-Open Qty 2 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749602 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:52 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-D04TAssMgVTeU_ADDSfdfrX9MTUFrnQGJQIAgVzma2b Scale = 1:17.7 1 2 5 4 3 2x4 3x4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-3-0 2-11-0 2-5-3 2-11-0 10.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss J06 Truss Type Jack-Open Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749603 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:53 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-hDerNCt_RpbV68lPmAAsC34JPtoxaEAPY42kCxzma2a Scale = 1:17.7 1 4 2 3 2x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 1-3-0 2-11-0 2-5-3 2-11-0 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 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 39_ESTATES_AT_TOWNE_~W Truss J07 Truss Type Jack-Open Qty 2 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749604 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:53 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-hDerNCt_RpbV68lPmAAsC34IFtpNaEmPY42kCxzma2a Scale = 1:14.9 1 2 5 4 3 2x4 3x4 3x4 2-1-15 2-1-15 -1-7-3 1-7-3 2-1-15 2-1-15 1-3-0 2-4-8 1-11-13 2-4-8 6.25 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss J08 Truss Type Jack-Open Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749605 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:54 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-9PCDbYtcC6jMjIKbKth5kGcT?H9aJh?YnknHkOzma2Z Scale = 1:15.0 1 2 5 4 3 2x4 3x4 3x4 2-2-9 2-2-9 -1-7-3 1-7-3 2-2-9 2-2-9 1-3-0 2-4-13 0-4-12 2-0-2 2-4-13 6.25 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss J09 Truss Type Jack-Open Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749606 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:54 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-9PCDbYtcC6jMjIKbKth5kGcT?H9aJh?YnknHkOzma2Z Scale = 1:15.0 1 2 5 4 3 2x4 3x4 3x4 2-2-9 2-2-9 -1-7-3 1-7-3 2-2-9 2-2-9 1-3-0 2-4-13 6.25 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss J10 Truss Type Jack-Open Qty 3 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749607 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:55 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-ebmbouuEzQrCLSvouaCKHU9gdgUO28Di?OXrGqzma2Y Scale = 1:17.6 1 2 5 4 3 2x4 3x4 3x4 2-9-0 2-9-0 -1-0-0 1-0-0 2-9-0 2-9-0 1-1-0 2-11-0 2-5-13 2-11-0 8.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss J11 Truss Type Jack-Open Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749608 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:55 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-ebmbouuEzQrCLSvouaCKHU9fOgJ528fi?OXrGqzma2Y Scale = 1:17.6 1 4 2 5 3 2x4 2x4 2-9-0 2-9-0 2-9-0 2-9-0 1-1-0 2-11-0 2-5-13 2-11-0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 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 39_ESTATES_AT_TOWNE_~W Truss J12 Truss Type Jack-Open Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749609 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:56 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-6oK_?Evskkz3zbU_SIjZphipV4qGnbSrE2GOpGzma2X Scale = 1:17.4 1 2 5 4 3 2x4 3x4 3x4 3-1-8 3-1-8 -1-7-3 1-7-3 3-1-8 3-1-8 1-3-0 2-10-8 6.25 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss J13 Truss Type Half Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749610 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:57 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-a_tMDawUV15wal2A??EoMvE06U8HW2b?Ti0xLizma2W Scale = 1:20.9 1 2 3 7 6 4 5 4x6 2x4 3x4 3x4 2-9-10 2-9-10 4-0-2 1-2-8 -1-0-0 1-0-0 2-9-10 2-9-10 4-0-2 1-2-8 1-3-0 3-7-0 0-3-8 3-3-8 3-7-0 10.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss J14 Truss Type Jack-Open Qty 14 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749611 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:57 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-a_tMDawUV15wal2A??EoMvE_UU9TW2U?Ti0xLizma2W Scale = 1:26.1 1 2 5 4 3 2x4 3x4 3x4 4-0-2 4-0-2 -1-0-0 1-0-0 4-0-2 4-0-2 1-3-0 4-7-1 4-1-5 4-7-1 10.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss M01 Truss Type MONOPITCH Qty 4 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749612 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:58 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-2ARkQww7GLEnCvdMZjl1v6n5TuSHFVu8iMlVt9zma2V Scale = 1:16.5 1 2 3 4 5 2x4 3x8 3x4 2x4 6-4-0 6-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 0-8-8 2-6-11 0-3-8 3.50 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [5:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss M02 Truss Type MONOPITCH Qty 4 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749613 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:58 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-2ARkQww7GLEnCvdMZjl1v6n3wuPrFPe8iMlVt9zma2V Scale = 1:22.0 1 2 3 4 5 6 2x4 5x8 3x4 2x4 6x6 10-5-0 10-5-0 -1-0-0 1-0-0 5-2-8 5-2-8 10-5-0 5-2-8 0-8-8 3-8-15 3-5-7 0-3-8 3-8-15 3.50 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss M03 Truss Type Monopitch Qty 4 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749614 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:59 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-WN?6eGxl1fMeq3CZ7QHGRKKC4IlF_y_Iw0V2Pbzma2U Scale = 1:18.0 1 2 3 4 5 2x4 4x8 3x4 2x4 7-5-0 7-5-0 -1-0-0 1-0-0 7-5-0 7-5-0 0-8-8 2-10-7 0-3-8 3.50 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [5:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss M04 Truss Type Monopitch Qty 6 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749615 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:07:59 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-WN?6eGxl1fMeq3CZ7QHGRKKMbItI_yPIw0V2Pbzma2U Scale = 1:14.9 1 2 3 5 4 2x4 2x4 3x4 3x4 1-4-1 1-4-1 -1-0-0 1-0-0 1-4-0 1-4-0 1-3-0 2-4-5 2-0-13 0-3-8 2-4-5 10.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss M05 Truss Type Monopitch Qty 5 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749616 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:00 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-_ZZUrcyNoyUVRDnlh8oV_XsWChCsjPmR9fEcy1zma2T Scale = 1:15.1 1 2 3 5 4 2x4 2x4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-0 2-5-0 0-3-8 8.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749617 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:00 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-_ZZUrcyNoyUVRDnlh8oV_XsUFh_PjH?R9fEcy1zma2T Scale = 1:16.6 1 2 3 5 4 9 10 4x8 2x4 3x6 4x6 3x12 3-1-14 3-1-14 6-4-0 3-2-2 3-1-14 3-1-14 6-4-0 3-2-2 0-8-8 2-6-11 2-1-3 0-5-8 2-6-11 3.50 12 Plate Offsets (X,Y)-- [4:0-7-7,Edge], [5:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749617 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:00 2021 Page 2 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-_ZZUrcyNoyUVRDnlh8oV_XsUFh_PjH?R9fEcy1zma2T LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-865(B) 9=-856(B) 10=-856(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 39_ESTATES_AT_TOWNE_~W Truss T01 Truss Type Common Qty 5 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749618 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:01 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-Sl7t3xz?ZGcM3NMxErJkWlPa25NpShQaOJ_9UUzma2S Scale = 1:58.7 1 2 3 4 5 6 7 11 10 9 8 12 13 14 4x6 3x8 3x8 3x4 3x4 3x4 3x6 3x6 3x4 9-11-8 9-11-8 19-11-0 9-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-3-0 9-6-9 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 39_ESTATES_AT_TOWNE_~W Truss T02 Truss Type Common Qty 4 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749619 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:02 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-wxhFGH_dKakDhWx8oYqz3yyloVj0B7Ckczji0wzma2R Scale = 1:58.7 1 2 3 4 5 6 10 9 8 7 11 12 13 4x6 3x4 3x8 3x8 3x4 3x4 3x4 3x6 3x6 9-11-8 9-11-8 19-11-0 9-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 1-3-0 9-6-9 1-3-0 10.00 12 Plate Offsets (X,Y)-- [7:0-2-12,0-1-8], [10:0-2-12,0-1-8] 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T03 Truss Type Common Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749620 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:02 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-wxhFGH_dKakDhWx8oYqz3yyjMVj6BC7kczji0wzma2R Scale = 1:58.7 1 2 3 4 5 9 8 7 6 10 11 4x6 4x6 3x6 3x4 3x4 3x6 3x8 2x4 9-11-8 9-11-8 17-0-0 7-0-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 17-0-0 7-0-8 1-3-0 9-6-9 3-8-3 10.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-8], [9:Edge,0-1-8] LOADING (psf) TCLL TCDL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss T04 Truss Type Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749621 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:03 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-P8FdTd_F4ts4IgWKMGLCcAUyGv0LwaatrdTGYMzma2Q Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 5x6 3x6 5x6 3x6 3x8 3x4 3x4 3x4 3x4 3x8 3x4 3x4 3x6 3x4 3x6 3x6 7-9-0 7-9-0 17-11-8 10-2-8 28-2-0 10-2-8 35-11-0 7-9-0 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 39_ESTATES_AT_TOWNE_~W Truss T05 Truss Type Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749622 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:04 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-tKo?hz?trB_xwq5WwzsR8N12_JL4f2T14HCp5ozma2P Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 5x6 5x6 3x6 3x8 3x4 2x4 3x8 3x8 3x4 3x6 4x6 4x6 3x6 3x6 10-3-0 10-3-0 17-11-8 7-8-8 25-8-0 7-8-8 35-11-0 10-3-0 -1-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T06 Truss Type Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749623 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:05 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-LWMNuJ0WcV6oY_gjThOghbaCUijwOZoAJxyNdFzma2O Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 3x6 5x6 5x6 3x6 3x4 3x8 MT18HS 3x4 3x6 3x8 3x4 3x8 3x4 3x6 5x6 3x4 5x6 3x8 MT18HS 6-5-12 6-5-12 12-9-0 6-3-4 23-2-0 10-5-0 29-5-4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T07 Truss Type Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749624 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:06 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-pjwm6f18NoEf98Ev1OvvDo6Qp66X70tKXbhw9hzma2N Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 3x6 5x8 5x6 3x6 3x4 3x6 3x4 3x6 3x4 3x8 3x4 3x6 5x6 3x4 5x6 3x6 7-8-12 7-8-12 15-3-0 7-6-4 20-8-0 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 39_ESTATES_AT_TOWNE_~W Truss T08 Truss Type Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749625 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:07 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-HvU8J?1m86MWnIp5b6Q8m0fXYWP7sUsTmFRTh7zma2M Scale = 1:84.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 5x6 3x6 3x4 3x6 3x4 3x6 3x8 3x4 3x6 6x8 3x4 6x8 3x6 8-11-12 8-11-12 17-9-0 8-9-4 17-11-8 0-2-8 18-2-0 0-2-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T09 Truss Type Half Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749626 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:07 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-HvU8J?1m86MWnIp5b6Q8m0fgRWZ6sadTmFRTh7zma2M Scale = 1:21.8 1 2 3 6 4 5 3x4 3x4 2x4 2-0-0 2-0-0 4-0-0 2-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-0 3-9-0 3-5-8 3-9-0 10.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T10 Truss Type Common Qty 9 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749627 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:08 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-l52WXL2OvQUMPROH9pxNJDCj3wlRbwUc?vA1Eazma2L Scale = 1:79.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x8 5x6 3x8 3x4 3x6 3x8 3x4 3x6 3x4 3x6 6x8 3x4 6x8 3x6 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T11 Truss Type Half Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749628 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:08 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-l52WXL2OvQUMPROH9pxNJDCrBwvLb1tc?vA1Eazma2L Scale = 1:21.8 1 2 3 6 4 5 3x4 3x4 2x4 2-0-0 2-0-0 3-11-4 1-11-4 4-0-0 0-0-12 -1-0-0 1-0-0 3-0-0 3-0-0 4-0-0 1-0-0 1-3-0 3-9-0 10.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T12 Truss Type Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749629 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:09 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-DIcukg30gjcD0bzUiXScrRk0xKEYKTImDZwam0zma2K Scale = 1:30.3 1 2 3 4 5 9 8 7 6 4x6 4x6 3x4 2x4 2x4 3x4 3x8 3x4 4-7-3 4-7-3 10-3-13 5-8-10 14-11-0 4-7-3 -1-0-0 1-0-0 4-7-3 4-7-3 10-3-13 5-8-10 14-11-0 4-7-3 1-3-0 5-1-0 1-3-0 5-1-0 10.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-4-4,0-2-0], [4:0-4-4,0-2-0], [5:0-1-4,0-1-8] LOADING (psf) TCLL TCDL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss T13 Truss Type Half Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749630 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:10 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-hUAGx04eR1k4elYgGEzsOeHDtjdG3xNvSDf7ISzma2J Scale = 1:15.1 1 2 3 5 7 4 6 3x4 2x4 2x4 1-4-13 1-4-13 1-11-3 0-6-6 2-0-0 0-0-13 -1-0-0 1-0-0 1-4-13 1-4-13 2-0-0 0-7-3 1-3-0 2-5-0 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T14 Truss Type Common Qty 1 Ply 2 39 Estates at Towne Meadow Job Reference (optional) I44749631 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:10 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-hUAGx04eR1k4elYgGEzsOeH8tjbU3xivSDf7ISzma2J Scale = 1:43.8 1 2 3 4 7 6 5 2x4 3x8 2x4 4x6 4x6 4x6 6-11-8 6-11-8 13-11-0 6-11-8 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1-3-0 7-0-9 1-3-0 10.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T15 Truss Type Common Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749632 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:11 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-Agkf9M5GCLsxGv7sqxU5wsqBz7u9oM63htPhruzma2I Scale = 1:43.8 1 2 3 4 7 6 5 3x4 3x8 3x4 4x6 5x6 5x6 6-11-8 6-11-8 13-11-0 6-11-8 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1-3-0 7-0-9 1-3-0 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T16 Truss Type Common Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749633 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:12 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-etH1Mi5vze_ou3i3Of0KT3MOpX7QXkDCwX8ENLzma2H Scale = 1:83.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x8 5x6 3x8 3x4 3x6 3x8 3x4 3x6 3x4 3x6 6x8 3x4 6x8 3x6 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T17 Truss Type Common Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749634 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:12 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-etH1Mi5vze_ou3i3Of0KT3MSEX7NXjTCwX8ENLzma2H Scale = 1:78.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x8 5x6 3x8 3x4 3x6 3x8 3x4 3x6 3x4 3x6 6x8 3x4 6x8 3x6 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 9-1-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T18 Truss Type Common Qty 3 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749635 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:13 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-63rPa26Xky6fVDHFxMXZ?Hvd_xScGAiL8Buovnzma2G Scale = 1:78.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x8 5x6 3x8 3x4 3x6 3x8 3x4 3x6 3x4 3x6 6x8 3x4 6x8 3x6 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 9-1-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T19 Truss Type Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749636 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:14 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-aFPnnO79VFFW7MsRV42oYURjdLnc?dvVNrdLRDzma2F Scale = 1:79.6 1 2 3 4 5 6 7 8 16 15 14 1312 11 10 9 17 18 3x6 5x6 5x6 3x6 3x4 3x6 3x4 3x6 3x4 3x4 3x4 3x6 6x6 3x4 6x6 3x6 8-10-3 8-10-3 17-5-14 8-7-11 18-5-2 0-11-4 27-0-13 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss T20 Truss Type Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749637 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:15 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-2Sz9?k8nGZNNlWQe3nZ15i_wNkBWk3VecVNu_gzma2E Scale = 1:70.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 3x6 5x8 5x6 3x6 3x4 3x6 3x4 3x6 3x4 3x8 3x4 3x6 5x6 3x4 5x6 3x6 7-7-3 7-7-3 14-11-14 7-4-11 20-11-2 5-11-4 28-3-13 7-4-11 35-11-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T21 Truss Type Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749638 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:15 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-2Sz9?k8nGZNNlWQe3nZ15i_zNk6Kk4wecVNu_gzma2E Scale = 1:63.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 4x6 5x6 5x6 4x6 3x4 3x8 MT18HS 3x4 3x6 3x8 3x4 3x8 3x4 3x6 3x8 MT18HS 3x4 6-4-3 6-4-3 12-5-14 6-1-11 23-5-2 10-11-4 29-6-13 6-1-11 35-11-0 6-4-3 6-4-3 6-4-3 12-5-14 6-1-11 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T22 Truss Type Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749639 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:16 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-WeXYC48P1tVEMg?qdV4GdvX5g8R9TTQoq96SW6zma2D Scale = 1:63.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x4 5x6 5x6 3x4 3x6 3x8 3x4 2x4 3x8 3x8 3x4 3x6 3x6 3x6 9-11-14 9-11-14 17-11-8 7-11-10 25-11-2 7-11-10 35-11-0 9-11-14 5-1-3 5-1-3 9-11-14 4-10-11 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T23 Truss Type Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749640 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:17 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-_q5wPQ91nAd5_qa0ACbVA73DOYoRCvgx3ps?2Yzma2C Scale = 1:62.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 6x6 6x6 3x6 6x6 6x6 3x4 3x8 4x8 3x4 3x4 3x4 4x8 3x8 3x4 7-5-14 7-5-14 17-11-8 10-5-10 28-5-2 10-5-10 35-11-0 7-5-14 7-5-14 7-5-14 14-5-10 6-11-12 21-5-6 6-11-12 28-5-2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T24 Truss Type Half Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749641 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:18 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-S0fIdlAfYUlyc_9Ckw6kiKcYAyKSxYM5ITbZa_zma2B Scale = 1:24.3 1 2 3 6 4 5 3x4 3x4 2x4 2-0-1 2-0-1 3-11-4 1-11-3 4-0-2 0-0-14 -1-0-0 1-0-0 3-7-3 3-7-3 4-0-2 0-4-15 1-3-0 4-3-0 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T25 Truss Type Half Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749642 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:18 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-S0fIdlAfYUlyc_9Ckw6kiKcZAyKgxYM5ITbZa_zma2B Scale = 1:19.2 1 2 3 6 4 5 3x4 3x4 2x4 2-4-15 2-4-15 3-11-6 1-6-7 4-0-2 0-0-12 -1-0-0 1-0-0 2-4-15 2-4-15 4-0-2 1-7-3 1-3-0 3-3-1 10.00 12 Plate Offsets (X,Y)-- [3:0-1-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss T26 Truss Type Half Hip Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749643 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:19 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-xDCgq5BIJotpD8kPIdezFY9ljMfyg?cEX7L67Rzma2A Scale = 1:12.4 1 2 3 6 4 5 3x4 2x4 2x4 2-0-1 2-0-1 3-11-5 1-11-4 4-0-2 0-0-13 -1-0-0 1-0-0 0-9-11 0-9-11 4-0-2 3-2-6 1-3-0 1-11-1 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749644 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:20 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-PPm22RCw45?frHJbsK9ColhkalpJPFxNln4fftzma29 Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 6x8 3x6 5x8 10x10 5x8 4x6 5x8 2x4 2x4 3x8 2x4 5x8 4x6 5x8 10x10 5-3-0 5-3-0 11-7-14 6-4-14 17-11-8 6-3-10 24-3-2 6-3-10 30-8-0 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 39_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749644 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:20 2021 Page 2 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-PPm22RCw45?frHJbsK9ColhkalpJPFxNln4fftzma29 NOTES- (10-11) 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 54 lb up at 2-0-12, 79 lb down and 76 lb up at 4-0-12, 62 lb down and 64 lb up at 5-3-0, 57 lb down and 64 lb up at 7-3-12, 57 lb down and 64 lb up at 9-3-12, 57 lb down and 64 lb up at 11-3-12, 57 lb down and 64 lb up at 13-3-12, 57 lb down and 64 lb up at 15-3-12, 57 lb down and 64 lb up at 17-3-12, 57 lb down and 64 lb up at 19-3-12, 57 lb down and 64 lb up at 21-3-12, 57 lb down and 64 lb up at 23-3-12, 57 lb down and 64 lb up at 25-3-12, 57 lb down and 64 lb up at 27-3-12, and 57 lb down and 64 lb up at 29-3-12, and 62 lb down and 64 lb up at 30-8-0 on top chord, and 36 lb down and 25 lb up at 2-0-12, 33 lb down at 4-0-12, 37 lb down and 28 lb up at 5-3-12, 37 lb down and 28 lb up at 7-3-12, 37 lb down and 28 lb up at 9-3-12, 37 lb down and 28 lb up at 11-3-12, 37 lb down and 28 lb up at 13-3-12, 37 lb down and 28 lb up at 15-3-12, 37 lb down and 28 lb up at 17-3-12, 37 lb down and 28 lb up at 19-3-12, 37 lb down and 28 lb up at 21-3-12, 37 lb down and 28 lb up at 23-3-12, 37 lb down and 28 lb up at 25-3-12, 37 lb down and 28 lb up at 27-3-12, 37 lb down and 28 lb up at 29-3-12, 37 lb down and 28 lb up at 30-7-4, and 33 lb down at 31-10-4, and 43 lb down and 54 lb up at 33-10-4 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). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-8=-60, 8-9=-60, 9-10=-60, 11-19=-20 Concentrated Loads (lb) Vert: 3=-43(B) 6=-43(B) 8=-43(B) 18=-19(B) 12=-19(B) 20=-37(B) 21=-39(B) 22=-43(B) 23=-43(B) 24=-43(B) 25=-43(B) 26=-43(B) 27=-43(B) 28=-43(B) 29=-43(B) 30=-43(B) 31=-43(B) 32=-43(B) 33=-25(B) 34=-22(B) 35=-19(B) 36=-19(B) 37=-19(B) 38=-19(B) 39=-19(B) 40=-19(B) 41=-19(B) 42=-19(B) 43=-19(B) 44=-19(B) 45=-19(B) 46=-19(B) 47=-22(B) 48=-29(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 39_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749645 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:21 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-tbKQFnCYrP7WTRunP2gRKzE5O9ML8v5X_RqDBJzma28 Scale = 1:14.9 1 2 3 6 4 7 5 3x4 2x4 2x4 1-4-13 1-4-13 4-0-0 2-7-3 -1-0-0 1-0-0 1-4-13 1-4-13 4-0-0 2-7-3 1-3-0 2-5-0 2-1-8 2-5-0 10.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Common Girder Qty 1 Ply 2 39 Estates at Towne Meadow Job Reference (optional) I44749646 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:22 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-LoupT7DAcjFN4bT_zlBgtAn95ZfytAMgD5Zmjmzma27 Scale = 1:42.1 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 4x6 4x6 4x6 3x6 8x8 3x6 3x4 6x6 3x4 6x6 3-5-0 3-5-0 6-7-8 3-2-8 9-10-0 3-2-8 13-3-0 3-5-0 3-5-0 3-5-0 6-7-8 3-2-8 9-10-0 3-2-8 13-3-0 3-5-0 1-3-0 6-9-4 1-3-0 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 39_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Common Girder Qty 1 Ply 2 39 Estates at Towne Meadow Job Reference (optional) I44749646 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:22 2021 Page 2 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-LoupT7DAcjFN4bT_zlBgtAn95ZfytAMgD5Zmjmzma27 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 8=-1634(B) 11=-1634(B) 12=-1634(B) 13=-1634(B) 14=-1634(B) 15=-1637(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 39_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749647 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:22 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-LoupT7DAcjFN4bT_zlBgtAnF8ZiYtMLgD5Zmjmzma27 Scale = 1:14.9 1 2 3 6 7 4 8 9 5 3x4 2x4 2x4 1-4-13 1-4-13 3-11-4 2-6-7 4-0-0 0-0-12 -1-0-0 1-0-0 1-4-13 1-4-13 4-0-0 2-7-3 1-3-0 2-5-0 10.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749648 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:23 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-p_SBgTEoN0NEil2AXTivPOJF6zqTch3qRlJJGCzma26 Scale = 1:46.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 4x6 4x6 4x8 4x6 3x4 4x6 3x4 4x8 3x4 3x4 6x16 2x4 4x6 4x8 6-2-6 6-2-6 8-8-10 2-6-3 11-11-0 3-2-6 22-3-0 10-4-0 25-3-0 3-0-0 -1-0-0 1-0-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749648 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:23 2021 Page 2 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-p_SBgTEoN0NEil2AXTivPOJF6zqTch3qRlJJGCzma26 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 8-9=-60, 10-16=-20 Concentrated Loads (lb) Vert: 7=-43(B) 11=-19(B) 17=-69(B) 18=-43(B) 19=-43(B) 20=-43(B) 21=-291(B) 22=-19(B) 23=-19(B) 24=-19(B) 25=-26(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 39_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 39 Estates at Towne Meadow Job Reference (optional) I44749649 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:24 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-HA0ZtpFQ8KV5KvdM5AD8ybsTMNH4L3MzgO2toezma25 Scale = 1:56.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 10x16 5x10 MT18HS 8x8 7x16 MT18HS 6x18 MT18HS 3x4 5x8 8x16 3x6 2x4 6x16 3x6 8x16 5x8 10x16 3-10-0 3-10-0 7-5-8 3-7-8 10-8-10 3-3-2 14-2-6 3-5-12 17-6-14 3-4-8 21-0-10 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 39 Estates at Towne Meadow Job Reference (optional) I44749649 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:24 2021 Page 2 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-HA0ZtpFQ8KV5KvdM5AD8ybsTMNH4L3MzgO2toezma25 NOTES- (13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1563 lb down and 71 lb up at 1-4-12, 1564 lb down and 71 lb up at 3-4-12, 1564 lb down and 71 lb up at 5-4-12, 1564 lb down and 71 lb up at 7-4-12, 1564 lb down and 71 lb up at 9-4-12, 1557 lb down and 70 lb up at 11-4-12, 1579 lb down and 62 lb up at 13-4-12, 1527 lb down and 52 lb up at 15-4-12, 1560 lb down and 54 lb up at 17-4-12, and 1542 lb down and 88 lb up at 19-4-12, and 1900 lb down and 633 lb up at 21-2-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-7=-60, 7-8=-60, 8-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 15=-1564(F) 16=-1564(F) 12=-1560(F) 19=-1563(F) 20=-1564(F) 21=-1564(F) 22=-1557(F) 23=-1579(F) 24=-1527(F) 25=-1542(F) 26=-1900(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 39_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type Half Hip Girder Qty 3 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749650 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:25 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-lNax59F3vedyx3BZeukNVpPmFmjG4j56v2oQK5zma24 Scale = 1:17.5 1 2 3 6 4 7 8 5 3x4 2x4 2x4 2-9-0 2-9-0 3-11-4 1-2-4 4-0-0 0-0-12 -1-0-0 1-0-0 4-0-0 4-0-0 1-1-0 2-11-0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type Hip Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749651 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:26 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-DZ8JIUGhgxlpZCmlCbGc10xoKA?dp68G8iX_sXzma23 Scale = 1:26.2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 19 6x8 4x8 3x6 2x4 2x4 3x4 4x6 3x8 3-0-0 3-0-0 11-11-0 8-11-0 14-11-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 11-11-0 8-11-0 14-11-0 3-0-0 1-3-0 3-9-0 1-3-0 3-9-0 10.00 12 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type Hip Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749651 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:26 2021 Page 2 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-DZ8JIUGhgxlpZCmlCbGc10xoKA?dp68G8iX_sXzma23 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=-43(B) 4=-43(B) 8=-19(B) 7=-19(B) 10=-43(B) 11=-43(B) 12=-43(B) 13=-43(B) 14=-26(B) 15=-19(B) 16=-19(B) 17=-19(B) 18=-19(B) 19=-26(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 39_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type Half Hip Girder Qty 2 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749652 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:26 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-DZ8JIUGhgxlpZCmlCbGc10xy2A4MpAKG8iX_sXzma23 Scale = 1:15.1 1 2 3 5 7 4 8 6 3x4 2x4 2x4 1-4-13 1-4-13 1-11-3 0-6-6 2-0-0 0-0-13 -1-0-0 1-0-0 1-4-13 1-4-13 2-0-0 0-7-3 1-3-0 2-5-0 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 39 Estates at Towne Meadow Job Reference (optional) I44749653 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:28 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-AyF4jAIxCZ?XoWw7K0I46R1CZ_aoHuWZb004xPzma21 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 8x10 7x16 MT18HS 10x16 MT18HS 5x12 5x6 7x16 MT18HS 8x16 2x4 4x8 3x6 6x6 10x16 MT18HS 3x4 5x6 8x10 2-0-0 2-0-0 4-8-9 2-8-9 7-3-15 2-7-5 10-0-8 2-8-9 15-0-0 4-11-8 18-4-8 3-4-8 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 39 Estates at Towne Meadow Job Reference (optional) I44749653 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:28 2021 Page 2 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-AyF4jAIxCZ?XoWw7K0I46R1CZ_aoHuWZb004xPzma21 NOTES- (12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 38 lb up at 2-0-0, 46 lb down and 27 lb up at 4-0-12, and 46 lb down and 27 lb up at 6-0-12, and 70 lb down and 47 lb up at 7-11-12 on top chord, and 20 lb down and 56 lb up at 2-0-0, 1564 lb down and 71 lb up at 2-1-4, 12 lb down and 27 lb up at 4-0-12, 1564 lb down and 71 lb up at 4-1-4, 12 lb down and 27 lb up at 6-0-12, 1564 lb down and 71 lb up at 6-1-4, 339 lb down and 27 lb up at 7-11-12, 1557 lb down and 70 lb up at 8-1-4, 1587 lb down and 62 lb up at 10-1-4, 1527 lb down and 52 lb up at 12-1-4, 1560 lb down and 54 lb up at 14-1-4, and 1542 lb down and 88 lb up at 16-1-4, and 1935 lb down and 687 lb up at 17-10-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 8-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 2=-1(F) 15=-1570(F=-6, B=-1564) 17=-1574(F=-10, B=-1564) 13=-1587(B) 19=-1(F) 20=-1(F) 21=-30(F) 22=-1570(F=-6, B=-1564) 23=-1896(F=-339, B=-1557) 24=-1527(B) 25=-1560(B) 26=-1542(B) 27=-1935(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 39_ESTATES_AT_TOWNE_~W Truss TG11 Truss Type Hip Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749654 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:29 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-e8pSxWJZzs8OQgVKtjpJffZG6OuM0J5iqgmeTszma20 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 10x10 6x8 3x6 6x8 10x10 5x8 4x6 5x8 2x4 2x4 3x8 2x4 5x8 4x6 5x8 5-3-2 5-3-2 11-7-15 6-4-13 17-11-8 6-3-9 24-3-1 6-3-9 30-7-14 6-4-13 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss TG11 Truss Type Hip Girder Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749654 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:29 2021 Page 2 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-e8pSxWJZzs8OQgVKtjpJffZG6OuM0J5iqgmeTszma20 NOTES- (11-12) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 26 lb up at 3-9-12, 62 lb down and 64 lb up at 5-3-2, 57 lb down and 64 lb up at 7-3-14, 57 lb down and 64 lb up at 9-3-14, 57 lb down and 64 lb up at 11-3-14, 57 lb down and 64 lb up at 13-3-14, 57 lb down and 64 lb up at 15-3-14, 57 lb down and 64 lb up at 17-3-14, 57 lb down and 64 lb up at 19-3-14, 57 lb down and 64 lb up at 21-3-14, 57 lb down and 64 lb up at 23-3-14, 57 lb down and 64 lb up at 25-3-14, 57 lb down and 64 lb up at 27-3-14, and 57 lb down and 64 lb up at 29-3-14, and 62 lb down and 64 lb up at 30-7-14 on top chord, and 33 lb down and 12 lb up at 1-9-12, 87 lb down and 53 lb up at 3-9-12, 37 lb down and 28 lb up at 5-3-14, 37 lb down and 28 lb up at 7-3-14, 37 lb down and 28 lb up at 9-3-14, 37 lb down and 28 lb up at 11-3-14, 37 lb down and 28 lb up at 13-3-14, 37 lb down and 28 lb up at 15-3-14, 37 lb down and 28 lb up at 17-3-14, 37 lb down and 28 lb up at 19-3-14, 37 lb down and 28 lb up at 21-3-14, 37 lb down and 28 lb up at 23-3-14, 37 lb down and 28 lb up at 25-3-14, 37 lb down and 28 lb up at 27-3-14, 37 lb down and 28 lb up at 29-3-14, 37 lb down and 28 lb up at 30-7-2, and 33 lb down at 32-7-2, and 32 lb down at 34-7-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-60, 7-8=-60, 9-17=-20 Concentrated Loads (lb) Vert: 2=-44(F) 5=-44(F) 7=-44(F) 16=-19(F) 10=-19(F) 19=-44(F) 20=-44(F) 21=-44(F) 22=-44(F) 23=-44(F) 24=-44(F) 25=-44(F) 26=-44(F) 27=-44(F) 28=-44(F) 29=-44(F) 30=-22(F) 31=-87(F) 32=-19(F) 33=-19(F) 34=-19(F) 35=-19(F) 36=-19(F) 37=-19(F) 38=-19(F) 39=-19(F) 40=-19(F) 41=-19(F) 42=-19(F) 43=-19(F) 44=-22(F) 45=-22(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 39_ESTATES_AT_TOWNE_~W Truss V01 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749655 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:30 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-6KNq8sJBkAGF2q4WRRKYCs6cVnPPluJs2KVB0Izma2? Scale = 1:67.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 3x4 3x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 25-10-9 25-10-9 12-11-4 12-11-4 25-10-9 12-11-4 0-0-4 10-9-6 0-0-4 10.00 12 Plate Offsets (X,Y)-- [1:0-4-10,Edge], [3:0-2-0,Edge], [7:0-2-0,Edge], [9:0-1-14,Edge] 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss V02 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749656 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:31 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-aXxCLCKpUUO6f_fi?8rnk4fpeBlaUNE?H_FlYkzma2_ Scale = 1:61.9 1 2 3 4 5 6 7 13 14 12 11 10 9 15 8 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-8-2 22-8-2 11-4-1 11-4-1 22-8-2 11-4-1 0-0-4 9-5-6 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V03 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749657 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:32 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-2jVbZYLSFnWzH7EvZsN0HHB_Lb5UDqa8We_I3Bzma1z Scale = 1:50.8 1 2 3 4 5 6 7 3x4 13 12 11 10 9 8 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-5-12 19-5-12 9-8-14 9-8-14 19-5-12 9-8-14 0-0-4 8-1-6 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V04 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749658 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:32 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-2jVbZYLSFnWzH7EvZsN0HHB_Cb3TDrV8We_I3Bzma1z Scale = 1:42.8 1 2 3 4 5 3x4 9 10 8 7 11 6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 16-3-5 16-3-5 8-1-11 8-1-11 16-3-5 8-1-11 0-0-4 6-9-6 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V05 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749659 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:33 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-Wv3zmuM405epvHp56ZuFpVk6??SxyJRIlIkrbdzma1y Scale = 1:34.8 1 2 3 4 5 3x4 8 7 6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-0-15 13-0-15 6-6-7 6-6-7 13-0-15 6-6-8 0-0-4 5-5-6 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V06 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749660 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:33 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-Wv3zmuM405epvHp56ZuFpVk6V?NuyJnIlIkrbdzma1y Scale = 1:27.7 1 2 3 4 3x6 3x6 3x6 2x4 9-10-9 9-10-9 4-11-4 4-11-4 9-10-9 4-11-4 0-0-4 4-1-6 0-0-4 10.00 12 Plate Offsets (X,Y)-- [1:0-0-0,Edge], [2:0-3-12,0-1-8], [3:0-2-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V07 Truss Type Valley Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749661 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:34 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-_5cL_EMinPmgWRNHgHPUMiHITPmXhnrRzyTP83zma1x Scale = 1:19.5 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 6-8-2 6-7-13 3-4-1 3-4-1 6-8-2 3-4-1 0-0-4 2-9-6 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V08 Truss Type Valley Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749662 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:35 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-TIAjBZNKYiuX8byUE_wjvwpWzo9AQEObCcDygVzma1w Scale = 1:10.0 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 3-5-12 3-5-7 1-8-14 1-8-14 3-5-12 1-8-14 0-0-4 1-5-6 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V09 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749663 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:35 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-TIAjBZNKYiuX8byUE_wjvwpOEo2AQDQbCcDygVzma1w Scale = 1:36.3 1 2 3 4 5 6 7 3x4 11 10 9 8 2x4 2x4 5x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 19-3-1 19-3-1 2-3-0 2-3-0 10-3-8 8-0-8 13-7-12 3-4-5 19-3-1 5-7-4 0-0-4 1-10-8 4-8-1 0-0-4 1-10-8 10.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-0,0-0-1], [7:0-1-13,Edge] LOADING (psf) TCLL TCDL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss V10 Truss Type Valley Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749664 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:36 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-xUk5PvOyJ00OmlXgohRyR7MbjCSf9gnkRGyWCyzma1v Scale = 1:27.4 1 2 3 4 5 6 7 3x4 11 10 9 8 3x6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 16-0-10 16-0-5 2-3-0 2-3-0 10-3-8 8-0-8 12-0-9 1-9-2 16-0-10 4-0-1 0-0-4 1-10-8 3-4-1 0-0-4 1-10-8 10.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-3-11,0-1-3], [7:0-0-11,Edge] LOADING (psf) TCLL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V11 Truss Type Valley Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749665 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:37 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-PgIUcFPa4K8FNv6sLPyB_Lur0cqcu8dufwi3kOzma1u Scale = 1:21.2 1 2 3 4 5 6 7 8 11 10 9 3x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 12-10-4 12-9-15 2-3-0 2-3-0 10-3-8 8-0-8 10-5-6 0-1-14 12-10-4 2-4-14 0-0-4 1-10-8 2-0-1 0-0-4 1-10-8 10.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-1], [6:0-0-0,0-1-4], [6:0-2-3,Edge], [7:0-0-0,0-1-10] 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V12 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749666 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:38 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-ttssqbPCrdG6?2h2v6TQWYRxC08fdbd1uaRcHqzma1t Scale = 1:17.9 1 2 3 4 5 7 6 2x4 2x4 2x4 2x4 4x6 2x4 2x4 9-7-13 9-7-13 2-3-0 2-3-0 7-4-14 5-1-14 9-7-13 2-3-0 0-0-4 1-10-8 0-0-4 1-10-8 10.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-1], [4:0-4-3,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V13 Truss Type Valley Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749667 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:38 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-ttssqbPCrdG6?2h2v6TQWYR?307adb61uaRcHqzma1t Scale = 1:13.8 1 2 3 4 5 6 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 6-5-7 6-5-2 2-3-0 2-3-0 4-2-7 1-11-8 6-5-7 2-3-0 0-0-4 1-10-8 0-0-4 1-10-8 10.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-1], [4:0-2-0,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V14 Truss Type Valley Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749668 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:39 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-L3QE1xQrcxOzdCGFTq?f3m_C6QWDM2OA7EBApHzma1s Scale = 1:9.5 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 3-3-1 3-2-12 1-7-8 1-7-8 3-3-1 1-7-8 0-0-4 1-4-4 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V15 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749669 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:40 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-pF_cEHRTNFWqFMrR1XWuczWHPpqH5TOKMuwjLjzma1r Scale = 1:40.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 4x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-6-9 22-6-9 6-1-4 6-1-4 7-6-12 1-5-8 17-10-12 10-4-0 22-6-9 4-7-12 0-0-4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V16 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749670 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:41 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-HSY_SdS58YehsWQdaF178B3UKD8LqxbTaYgGt9zma1q Scale = 1:32.9 1 2 3 4 5 6 7 2x4 12 11 10 9 8 3x6 3x6 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 19-4-2 19-4-2 4-7-12 4-7-12 14-8-6 10-0-10 19-4-2 4-7-12 0-0-4 3-10-8 0-0-4 3-10-8 10.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-14], [6:0-3-11,0-2-4], [7:0-2-11,Edge] 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 39_ESTATES_AT_TOWNE_~W Truss V17 Truss Type Valley Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749671 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:42 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-le5NfzTjvsmYUg?q8yYMhOceGdVIZOwdpCPqQbzma1p Scale = 1:27.1 1 2 3 4 5 6 7 3x4 11 10 9 8 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-1-7 16-1-7 16-1-12 0-0-5 4-7-12 4-7-12 11-6-0 6-10-3 16-1-12 4-7-12 0-0-4 3-10-8 0-0-4 3-10-8 10.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-2-3,0-0-5], [5:0-2-3,0-0-5], [7:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V18 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749672 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:43 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-EqfltJTLgAuP6qZ0ig3bDc8po1rMIrOm2s9Ny2zma1o Scale: 1/2"=1' 1 2 3 4 5 7 6 3x6 2x4 3x6 2x4 4x6 2x4 2x4 12-11-5 12-11-5 4-7-12 4-7-12 8-3-9 3-7-13 12-11-5 4-7-12 0-0-4 3-10-8 0-0-4 3-10-8 10.00 12 Plate Offsets (X,Y)-- [3:0-1-15,0-0-9], [4:0-3-15,0-1-7], [5:0-1-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V19 Truss Type GABLE Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749673 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:44 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-i1D74eUzRT0Gj_8CGNaqmphzYR8v1IjvGWuxUUzma1n Scale = 1:25.0 1 2 3 4 5 6 3x4 9x22 MT18HS 3x4 2x4 9-8-15 9-8-15 4-7-12 4-7-12 5-1-3 0-5-6 9-8-15 4-7-12 0-0-4 3-10-8 0-0-4 3-10-8 10.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-0], [2:0-0-4,0-4-8], [4:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 39_ESTATES_AT_TOWNE_~W Truss V20 Truss Type Valley Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749674 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:44 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-i1D74eUzRT0Gj_8CGNaqmph?9RA?1JLvGWuxUUzma1n Scale = 1:19.2 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 6-6-9 6-6-4 3-3-4 3-3-4 6-6-9 3-3-4 0-0-4 2-8-12 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 39_ESTATES_AT_TOWNE_~W Truss V21 Truss Type Valley Qty 1 Ply 1 39 Estates at Towne Meadow Job Reference (optional) I44749675 ProBuild (Carter-Lee), Mooresville, IN - 46158, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 10 10:08:45 2021 Page 1 ID:8op0gd?gWGK5??mFZIZ?nIzmajJ-ADnVI_VbBn96L7jPp453I1EEXqZammt3VAeU0wzma1m Scale = 1:9.7 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 3-4-2 3-3-13 1-8-1 1-8-1 3-4-2 1-8-1 0-0-4 1-4-12 0-0-4 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 PRODUCT CODE APPROVALS LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. Failure to Follow Could Cause Property Damage or Personal Injury (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. dimensions shown in ft-in-sixteenths 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-3-9, 3=3-3-9, 4=3-3-9 Max Horz 1=-27(LC 4) Max Uplift 1=-9(LC 7), 3=-11(LC 7) Max Grav 1=63(LC 1), 3=63(LC 1), 4=96(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.30 0.19 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-5-15, 3=6-5-15, 4=6-5-15 Max Horz 1=58(LC 5) Max Uplift 1=-20(LC 7), 3=-24(LC 7) Max Grav 1=136(LC 1), 3=136(LC 1), 4=206(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.40 0.33 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 22 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=9-8-15, 5=9-8-15, 6=9-8-15 Max Horz 1=-84(LC 4) Max Uplift 1=-20(LC 6), 5=-27(LC 7) Max Grav 1=196(LC 1), 5=196(LC 1), 6=331(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.34 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-11-5. (lb) - Max Horz 1=-84(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=335(LC 1), 7=340(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.32 0.21 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 16-1-2. (lb) - Max Horz 1=-85(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 8, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=317(LC 10), 8=328(LC 1), 11=328(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 8, 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.27 0.32 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 3-6: 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-4-2. (lb) - Max Horz 1=-85(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9, 11, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 12 except 8=322(LC 11), 9=338(LC 10), 11=295(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-9=-264/116 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9, 11, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 3-10-8 5-1-1 0-0-4 3-10-8 10.00 12 Plate Offsets (X,Y)-- [7:0-4-8,0-2-4], [9:0-3-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.41 0.18 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 4-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 9-13: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 22-6-9. (lb) - Max Horz 1=-110(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 12, 11 except 15=-110(LC 6), 10=-101(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 14=361(LC 1), 15=295(LC 10), 12=316(LC 11), 11=316(LC 11), 10=413(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-14=-280/77, 8-10=-302/137 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 12, 11 except (jt=lb) 15=110, 10=101. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-2-7, 3=3-2-7, 4=3-2-7 Max Horz 1=-26(LC 4) Max Uplift 1=-9(LC 7), 3=-11(LC 7) Max Grav 1=61(LC 1), 3=61(LC 1), 4=92(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.19 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-4-13, 5=6-4-13, 6=6-4-13 Max Horz 1=39(LC 5) Max Uplift 1=-28(LC 6), 5=-29(LC 7) Max Grav 1=166(LC 1), 5=166(LC 1), 6=169(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.39 0.19 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 9-7-13. (lb) - Max Horz 1=-39(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=266(LC 11), 7=322(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.11 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-9-10. (lb) - Max Horz 1=-40(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 10, 9, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 10, 9, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 10, 9, 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.45 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 16-0-1. (lb) - Max Horz 1=-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 8, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=322(LC 10), 8=340(LC 1), 11=360(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-257/92 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 8, 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.63 0.49 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-3-1. (lb) - Max Horz 1=-103(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11 except 9=-105(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 7=320(LC 1), 9=445(LC 10), 11=350(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-317/133 WEBS 4-9=-387/151 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11 except (jt=lb) 9=105. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-5-2, 3=3-5-2, 4=3-5-2 Max Horz 1=28(LC 5) Max Uplift 1=-10(LC 7), 3=-12(LC 7) Max Grav 1=66(LC 1), 3=66(LC 1), 4=100(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.20 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-7-9, 3=6-7-9, 4=6-7-9 Max Horz 1=59(LC 5) Max Uplift 1=-20(LC 7), 3=-24(LC 7) Max Grav 1=139(LC 1), 3=139(LC 1), 4=211(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.32 0.42 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=9-10-9, 3=9-10-9, 4=9-10-9 Max Horz 1=-90(LC 4) Max Uplift 1=-16(LC 7), 3=-22(LC 7) Max Grav 1=189(LC 1), 3=189(LC 1), 4=366(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.36 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-0-15. (lb) - Max Horz 1=-120(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-115(LC 6), 6=-115(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=302(LC 10), 6=302(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=115, 6=115. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.17 0.30 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-3-5. (lb) - Max Horz 1=-151(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-135(LC 6), 6=-135(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=396(LC 1), 9=421(LC 10), 6=421(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-276/177, 4-6=-276/177 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=135, 6=135. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.17 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-5-12. (lb) - Max Horz 1=-181(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-127(LC 6), 9=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 13, 8 except 10=400(LC 1), 11=429(LC 10), 9=429(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/177, 5-9=-267/177 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 11=127, 9=127. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.15 0.22 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. All bearings 22-8-2. (lb) - Max Horz 1=-212(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-124(LC 6), 13=-107(LC 6), 9=-124(LC 7), 8=-107(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=382(LC 1), 11=506(LC 10), 13=331(LC 1), 9=503(LC 11), 8=332(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-264/175, 5-9=-264/175 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=124, 13=107, 9=124, 8=107. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.31 0.21 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. All bearings 25-10-9. (lb) - Max Horz 1=-244(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 14=-116(LC 6), 15=-140(LC 6), 11=-116(LC 7), 10=-139(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=414(LC 1), 14=490(LC 10), 15=468(LC 1), 11=490(LC 11), 10=468(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-252/168, 2-15=-263/175, 6-11=-252/168, 8-10=-263/175 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 14=116, 15=140, 11=116, 10=139. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 35-11-0 5-3-2 5-3-2 5-3-2 11-7-15 6-4-13 17-11-8 6-3-9 24-3-1 6-3-9 30-7-14 6-4-13 35-11-0 5-3-2 1-1-0 4-7-1 1-1-0 4-7-1 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-2], [2:0-5-8,0-1-12], [7:0-5-8,0-1-12], [8:Edge,0-8-2], [9:0-1-12,0-0-0], [10:0-2-8,0-2-0], [11:0-2-8,0-2-4], [15:0-3-0,0-2-4], [16:0-2-8,0-2-0], [17:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.99 0.90 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.34 -0.61 0.11 (loc) 13-15 13-15 9 l/defl >999 >702 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-17,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-0-9 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 5-7-6 oc bracing. WEBS 1 Row at midpt 2-15, 7-11 REACTIONS. (size) 17=Mechanical, 9=Mechanical Max Horz 17=-106(LC 3) Max Uplift 17=-675(LC 4), 9=-621(LC 3) Max Grav 17=1955(LC 1), 9=1920(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2650/1006, 2-3=-3743/1531, 3-4=-3743/1531, 4-6=-3737/1531, 6-7=-3737/1531, 7-8=-2613/974, 1-17=-1855/676, 8-9=-1832/656 BOT CHORD 16-17=-181/294, 15-16=-878/2129, 13-15=-1746/4258, 11-13=-1746/4258, 10-11=-763/2096, 9-10=-79/280 WEBS 2-15=-856/1958, 3-15=-561/314, 4-15=-635/275, 4-13=-19/373, 4-11=-646/286, 6-11=-567/319, 7-11=-893/1997, 1-16=-780/1856, 8-10=-766/1838 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) except (jt=lb) 17=675, 9=621. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 10,2021 21-11-8 3-7-0 2-0-0 2-0-0 4-8-9 2-8-9 7-3-15 2-7-5 10-0-8 2-8-9 15-0-0 4-11-8 18-4-8 3-4-8 21-11-8 3-7-0 22-11-8 1-0-0 1-3-0 2-11-0 7-0-9 1-3-0 2-11-0 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-7-8], [2:1-1-8,0-3-4], [4:0-2-8,0-1-8], [7:0-1-8,0-1-8], [10:0-2-12,0-0-0], [10:Edge,0-7-8], [11:0-2-8,0-2-8], [13:0-3-0,0-3-12], [14:0-3-12,0-1-8], [16:0-7-12,0-4-0], [17:0-2-0,0-2-4], [18:0-2-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.53 0.80 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.52 0.08 (loc) 12-13 12-13 10 l/defl >999 >495 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 335 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 2-5: 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-16,4-16,4-13,5-12,6-12: 2x4 SPF 2100F 1.8E 1-18,8-10: 2x6 SPF No.2, 1-17,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-10 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size) 18=0-5-8, 10=0-3-8 Max Horz 18=-175(LC 3) Max Uplift 18=-653(LC 5), 10=-891(LC 6) Max Grav 18=8828(LC 1), 10=7762(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9079/688, 2-3=-13950/1036, 3-4=-13950/1036, 4-5=-20595/1492, 5-6=-8975/820, 6-7=-8969/840, 7-8=-8966/1040, 1-18=-8565/644, 8-10=-7362/872 BOT CHORD 17-18=-199/1045, 16-17=-542/6727, 14-16=-1358/18716, 13-14=-1358/18716, 12-13=-1475/20546, 11-12=-716/6702, 10-11=-141/1413 WEBS 2-17=-619/60, 2-16=-672/9614, 4-16=-6456/471, 4-14=-141/2351, 4-13=-154/2564, 5-13=0/905, 5-12=-15096/1050, 6-12=-949/10885, 7-12=-99/425, 7-11=-361/164, 1-17=-442/6245, 8-11=-593/5453 NOTES- (12-13) 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 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=653, 10=891. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 10,2021 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.15 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 6=Mechanical, 4=Mechanical Max Horz 7=60(LC 5) Max Uplift 7=-30(LC 5), 6=-32(LC 5), 4=-31(LC 6) Max Grav 7=163(LC 1), 6=38(LC 2), 4=37(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 7, 6, 4. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 2 lb up at 1-4-13 on top chord, and 5 lb down and 38 lb up at 1-4-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-20, 6-7=-20 Concentrated Loads (lb) Vert: 8=-2(F) February 10,2021 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-5-4,0-2-4], [4:0-4-12,0-1-12] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.83 0.33 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (size) 9=0-3-8, 6=0-3-8 Max Horz 9=103(LC 4) Max Uplift 9=-283(LC 5), 6=-229(LC 6) Max Grav 9=879(LC 1), 6=784(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-901/284, 3-4=-681/241, 4-5=-884/267, 2-9=-884/269, 5-6=-787/212 BOT CHORD 7-8=-277/693 WEBS 3-8=-0/291, 4-7=0/282, 2-8=-278/781, 5-7=-252/726 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=283, 6=229. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 51 lb up at 3-0-0, 54 lb down and 51 lb up at 3-10-4, 55 lb down and 51 lb up at 5-10-4, 55 lb down and 51 lb up at 7-10-4, and 55 lb down and 51 lb up at 9-10-4, and 62 lb down and 51 lb up at 11-11-0 on top chord, and 37 lb down and 63 lb up at 2-0-12, 37 lb down and 15 lb up at 3-0-12, 37 lb down and 15 lb up at 3-10-4, 37 lb down and 15 lb up at 5-10-4, 37 lb down and 15 lb up at 7-10-4, 37 lb down and 15 lb up at 9-10-4, and 37 lb down and 15 lb up at 11-10-4, and 37 lb down and 63 lb up at 12-10-4 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). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 February 10,2021 Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.21 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=75(LC 5) Max Uplift 4=-46(LC 6), 6=-64(LC 5), 5=-51(LC 6) Max Grav 4=95(LC 1), 6=231(LC 1), 5=77(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 4, 6, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 8 lb up at 2-9-0 on top chord, and 0 lb down and 43 lb up at 2-0-12, and 0 lb down and 54 lb up at 2-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=-0(F) February 10,2021 3-5-12 25-3-0 4-2-6 3-10-0 3-10-0 7-5-8 3-7-8 10-8-10 3-3-2 14-2-6 3-5-12 17-6-14 3-4-8 21-0-10 3-5-12 25-3-0 4-2-6 26-3-0 1-0-0 1-3-0 4-9-0 7-5-9 1-3-0 4-9-0 10.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-2-8], [2:0-1-8,0-1-8], [4:0-5-4,0-4-4], [6:0-4-0,0-1-12], [7:1-0-5,0-2-12], [10:0-2-4,0-2-8], [10:0-2-5,0-2-13], [12:0-3-12,0-1-8], [13:0-4-4,0-3-12], [14:0-3-12,0-1-8], [17:0-3-8,0-2-0], [18:0-2-5,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.73 0.53 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.51 0.08 (loc) 13-14 13-14 10 l/defl >999 >581 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 380 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-17,2-16: 2x4 SPF-S Stud, 3-16: 2x4 SPF 2100F 1.8E 1-18,8-10: 2x8 SP 2400F 2.0E, 8-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16 REACTIONS. (size) 18=0-3-8 (req. 0-4-5), 10=0-3-8 (req. 0-3-12) Max Horz 18=-190(LC 3) Max Uplift 18=-540(LC 6), 10=-919(LC 6) Max Grav 18=10486(LC 1), 10=9049(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10535/589, 2-3=-10216/644, 3-4=-10196/629, 4-5=-15122/991, 5-6=-15120/990, 6-7=-8430/853, 7-8=-10575/1025, 1-18=-8672/474, 8-10=-8696/868 BOT CHORD 17-18=-215/1599, 16-17=-470/8016, 14-16=-835/14668, 13-14=-837/14736, 12-13=-913/12800, 11-12=-913/12800, 10-11=-100/806 WEBS 2-17=0/312, 2-16=-331/92, 3-16=-748/12717, 4-16=-11250/768, 4-14=-60/1979, 4-13=-169/655, 5-13=-361/103, 6-13=-45/3714, 6-12=-62/2544, 6-11=-7178/240, 7-11=-604/6559, 1-17=-328/6674, 8-11=-684/7466 NOTES- (13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) WARNING: Required bearing size at joint(s) 18, 10 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=540, 10=919. Continued 11) Graphical on page purlin 2 representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 10,2021 6-2-6 6-2-6 8-8-10 2-6-3 11-11-0 3-2-6 17-1-0 5-2-0 22-3-0 5-2-0 25-3-0 3-0-0 26-3-0 1-0-0 1-3-0 3-9-0 6-5-0 1-3-0 6-5-0 10.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [3:0-4-4,0-2-0], [4:0-4-4,0-2-0], [5:0-3-0,0-1-12], [7:0-4-4,0-2-0], [8:0-2-14,0-2-0], [11:0-2-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.96 1.00 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.47 0.05 (loc) 11-12 11-12 10 l/defl >999 >637 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-5 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 5-14, 6-11 REACTIONS. (size) 16=0-3-8, 10=0-3-8 Max Horz 16=-154(LC 3) Max Uplift 16=-137(LC 5), 10=-348(LC 6) Max Grav 16=1274(LC 1), 10=1495(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1411/186, 3-4=-1189/225, 4-5=-1594/253, 5-6=-2693/393, 6-7=-1248/291, 7-8=-1660/342, 2-16=-1209/170, 8-10=-1579/329 BOT CHORD 14-15=-133/981, 12-14=-331/2683, 11-12=-466/2355 WEBS 3-14=-151/610, 4-14=-138/831, 5-14=-2156/359, 5-12=-42/416, 6-12=-4/478, 6-11=-1330/285, 7-11=-94/761, 2-15=-111/764, 8-11=-235/1267 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=137, 10=348. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 64 lb up at 14-11-12, 83 lb down and 51 lb up at 16-2-4, 83 lb down and 51 lb up at 18-2-4, and 83 lb down and 51 lb up at 20-2-4, and 83 lb down and 51 lb up at 22-3-0 on top chord, and 291 lb down and 16 lb up at 14-11-12, 37 lb down and 15 lb up at 16-2-4, 37 lb down and 15 lb up at 18-2-4, 37 lb down and 15 lb up at 20-2-4, and 37 lb down and 15 lb up at 22-2-4, and 37 lb down and 63 lb up at 23-2-4 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). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 February 10,2021 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.20 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=60(LC 5) Max Uplift 4=-41(LC 6), 6=-86(LC 5), 5=-42(LC 6) Max Grav 4=97(LC 1), 6=231(LC 1), 5=83(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 4, 6, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 4 lb up at 1-4-13, and 36 lb down and 10 lb up at 3-5-9 on top chord, and 76 lb up at 1-4-13, and 8 lb down and 34 lb up at 3-5-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 9=-4(B) February 10,2021 10.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-4,0-1-8], [3:0-2-12,0-2-0], [4:0-1-4,0-1-8], [5:0-3-0,0-1-8], [6:0-2-12,0-1-8], [7:0-2-8,0-3-12], [9:0-2-8,0-3-12], [10:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.59 0.31 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-5-8, 6=0-3-8 Max Horz 10=158(LC 4) Max Uplift 10=-296(LC 5), 6=-375(LC 6) Max Grav 10=4808(LC 1), 6=6035(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5038/343, 2-3=-4016/331, 3-4=-4015/331, 4-5=-5275/358, 1-10=-4296/281, 5-6=-4470/293 BOT CHORD 9-10=-169/401, 8-9=-272/3803, 7-8=-222/3984, 6-7=-36/513 WEBS 3-8=-358/4841, 4-8=-1414/172, 4-7=-105/1742, 2-8=-1138/154, 2-9=-81/1379, 1-9=-194/3543, 5-7=-199/3615 NOTES- (9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 10=296, 6=375. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1634 lb down and 107 lb up at 2-4-12, 1634 lb down and 107 lb up at 4-4-12, 1634 lb down and 107 lb up at 6-4-12, 1634 lb down and 107 lb up at 8-4-12, and 1634 lb down and 107 lb up at 10-4-12, and 1637 lb down and 105 lb up at 12-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Continued LOAD CASE(on page S) Standard 2 February 10,2021 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.20 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=60(LC 5) Max Uplift 4=-38(LC 6), 6=-81(LC 5), 5=-13(LC 6) Max Grav 4=97(LC 1), 6=231(LC 1), 5=76(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 4, 6, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 4 lb up at 1-4-13 on top chord, and 76 lb up at 1-4-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 February 10,2021 6-4-14 35-11-0 5-3-0 -1-0-0 1-0-0 5-3-0 5-3-0 11-7-14 6-4-14 17-11-8 6-3-10 24-3-2 6-3-10 30-8-0 6-4-14 35-11-0 5-3-0 36-11-0 1-0-0 1-1-0 4-7-0 1-1-0 4-7-0 8.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-1-12], [8:0-5-8,0-1-12], [11:Edge,0-8-2], [11:0-1-12,0-0-0], [12:0-2-8,0-2-0], [13:0-2-8,0-2-4], [17:0-3-0,0-2-4], [18:0-2-8,0-2-0], [19:0-1-12,0-0-0] , [19:Edge,0-8-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.98 0.90 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.35 -0.61 0.11 (loc) 15-17 15-17 11 l/defl >999 >705 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-1-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. WEBS 1 Row at midpt 3-17, 8-13 REACTIONS. (size) 19=0-3-8, 11=0-3-8 Max Horz 19=-109(LC 3) Max Uplift 19=-712(LC 4), 11=-689(LC 3) Max Grav 19=2037(LC 1), 11=1991(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2662/1015, 3-4=-3738/1550, 4-5=-3738/1550, 5-7=-3735/1556, 7-8=-3735/1556, 8-9=-2614/1011, 2-19=-1951/720, 9-11=-1903/679 BOT CHORD 18-19=-248/392, 17-18=-881/2113, 15-17=-1758/4254, 13-15=-1758/4254, 12-13=-782/2090, 11-12=-110/341 WEBS 3-17=-858/1957, 4-17=-557/310, 5-17=-628/275, 5-15=-19/372, 5-13=-642/285, 7-13=-567/318, 8-13=-884/1997, 2-18=-738/1747, 9-12=-775/1784 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=712, 11=689. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 10,2021 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.22 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.04 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=44(LC 6) Max Uplift 4=-38(LC 4), 6=-32(LC 6) Max Grav 4=104(LC 11), 6=231(LC 1), 5=72(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 3-11-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 4, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.27 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=85(LC 6) Max Uplift 4=-37(LC 6), 6=-16(LC 6) Max Grav 4=100(LC 1), 6=231(LC 1), 5=73(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 4, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.33 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.04 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=115(LC 6) Max Uplift 4=-72(LC 7) Max Grav 4=100(LC 1), 6=231(LC 1), 5=73(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 4. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 6-11-12 35-11-0 7-5-14 1-1-0 6-0-15 1-1-0 6-0-15 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-3-8,0-1-12], [6:0-3-8,0-1-12], [7:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.97 0.91 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.72 0.10 (loc) 11-13 11-13 8 l/defl >999 >597 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-12 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-9 REACTIONS. (size) 14=Mechanical, 8=Mechanical Max Horz 14=-144(LC 4) Max Uplift 14=-76(LC 5), 8=-76(LC 4) Max Grav 14=1562(LC 1), 8=1562(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2140/189, 2-3=-1697/207, 3-5=-2576/253, 5-6=-1697/207, 6-7=-2140/189, 1-14=-1507/153, 7-8=-1507/153 BOT CHORD 13-14=-164/269, 11-13=-289/2450, 9-11=-258/2450, 8-9=-75/269 WEBS 2-13=-21/756, 3-13=-1055/234, 3-11=0/276, 5-11=0/276, 5-9=-1055/233, 6-9=-21/755, 1-13=-150/1414, 7-9=-154/1414 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 14, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 17-11-8 7-11-10 25-11-2 7-11-10 30-9-13 4-10-11 35-11-0 5-1-3 1-1-0 7-8-15 1-1-0 7-8-15 8.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0], [5:0-3-12,0-2-0], [8:Edge,0-1-8], [14:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.78 0.98 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.64 0.13 (loc) 13-14 13-14 8 l/defl >999 >666 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,4-9: 2x4 SPF No.2, 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13, 4-9, 2-14, 6-8 REACTIONS. (size) 14=Mechanical, 8=Mechanical Max Horz 14=-182(LC 4) Max Uplift 14=-28(LC 6), 8=-28(LC 7) Max Grav 14=1580(LC 1), 8=1580(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-366/50, 2-3=-2016/219, 3-4=-1615/214, 4-5=-1615/214, 5-6=-2016/219, 6-7=-366/50, 1-14=-303/54, 7-8=-303/54 BOT CHORD 13-14=-196/1641, 11-13=-165/2117, 9-11=-165/2117, 8-9=-97/1641 WEBS 3-13=-7/722, 4-13=-774/182, 4-11=0/402, 4-9=-774/182, 5-9=-7/722, 2-14=-1836/173, 6-8=-1836/173 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 14, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 17-11-8 5-5-10 23-5-2 5-5-10 29-6-13 6-1-11 35-11-0 6-4-3 1-1-0 9-4-15 1-1-0 9-4-15 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-4-4,0-2-4], [5:0-4-4,0-2-4], [7:0-3-0,0-1-8], [9:0-2-4,0-1-8], [14:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.62 0.95 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.55 -1.01 0.07 (loc) 10-13 10-13 8 l/defl >779 >422 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-12: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,4-10: 2x4 SPF No.2, 1-15,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-3 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-13. WEBS 1 Row at midpt 4-13, 4-10 REACTIONS. (size) 15=Mechanical, 8=Mechanical Max Horz 15=-221(LC 4) Max Uplift 15=-40(LC 6), 8=-40(LC 7) Max Grav 15=1547(LC 1), 8=1547(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2075/183, 2-3=-1894/227, 3-4=-1485/225, 4-5=-1485/225, 5-6=-1894/227, 6-7=-2075/183, 1-15=-1464/140, 7-8=-1464/140 BOT CHORD 14-15=-210/263, 13-14=-129/1649, 10-13=-78/1589, 9-10=-60/1649 WEBS 3-13=-21/678, 4-13=-315/185, 4-10=-315/185, 5-10=-21/678, 1-14=-43/1434, 7-9=-43/1434 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 8. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 7-7-3 7-7-3 7-7-3 14-11-14 7-4-11 20-11-2 5-11-4 28-3-13 7-4-11 35-11-0 7-7-3 1-1-0 11-0-15 1-1-0 11-0-15 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-5-12,0-2-0], [5:0-3-12,0-2-0], [8:Edge,0-1-12], [10:0-2-4,0-1-8], [15:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.81 0.62 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.08 (loc) 14-15 14-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,4-11,5-11: 2x4 SPF No.2, 1-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-11, 6-11 REACTIONS. (size) 16=Mechanical, 9=Mechanical Max Horz 16=-260(LC 4) Max Uplift 16=-50(LC 6), 9=-50(LC 7) Max Grav 16=1607(LC 1), 9=1599(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2216/176, 3-4=-1770/238, 4-5=-1350/241, 5-6=-1756/238, 6-8=-2204/176, 1-16=-1540/137, 8-9=-1532/137 BOT CHORD 15-16=-252/317, 14-15=-69/1752, 11-14=-15/1362, 10-11=-40/1742 WEBS 3-14=-517/165, 4-14=-26/568, 5-11=-10/528, 6-11=-519/165, 1-15=-6/1513, 8-10=-6/1503 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 16, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 8-7-11 35-11-0 8-10-3 8-10-3 8-10-3 17-5-14 8-7-11 18-5-2 0-11-4 27-0-13 8-7-11 35-11-0 8-10-3 1-1-0 12-8-15 1-1-0 12-8-15 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-3-12,0-2-0], [5:0-3-12,0-2-0], [8:Edge,0-1-12], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.94 0.86 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.47 0.07 (loc) 13-15 13-15 9 l/defl >999 >902 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,6-10,1-15,8-10: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-12 REACTIONS. (size) 16=Mechanical, 9=Mechanical Max Horz 16=-299(LC 4) Max Uplift 16=-58(LC 6), 9=-58(LC 7) Max Grav 16=1577(LC 1), 9=1577(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2176/170, 3-4=-1573/237, 4-5=-1178/250, 5-6=-1573/237, 6-8=-2176/170, 1-16=-1505/139, 8-9=-1505/139 BOT CHORD 15-16=-278/380, 13-15=-81/1703, 12-13=0/1178, 10-12=-20/1703, 9-10=-54/319 WEBS 3-15=0/288, 3-13=-701/195, 4-13=-70/578, 5-12=-70/578, 6-12=-701/195, 6-10=0/288, 1-15=0/1391, 8-10=0/1391 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 16, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 1-1-0 13-0-11 1-1-0 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [7:0-3-0,0-1-8], [8:Edge,0-1-8], [9:0-2-8,0-1-8], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.62 0.78 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.42 0.07 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-9,3-13,1-13,7-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-11 REACTIONS. (size) 14=Mechanical, 8=Mechanical Max Horz 14=-305(LC 4) Max Uplift 14=-59(LC 6), 8=-59(LC 7) Max Grav 14=1584(LC 1), 8=1584(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2185/171, 3-4=-1568/238, 4-5=-1568/238, 5-7=-2185/171, 1-14=-1509/139, 7-8=-1509/139 BOT CHORD 13-14=-285/395, 11-13=-84/1708, 9-11=-18/1708, 8-9=-57/333 WEBS 4-11=-103/1086, 5-11=-712/199, 5-9=0/295, 3-11=-712/199, 3-13=0/295, 1-13=0/1381, 7-9=0/1381 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 1-1-0 13-0-11 1-1-0 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [7:0-3-0,0-1-8], [8:Edge,0-1-8], [9:0-2-8,0-1-8], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.62 0.78 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.42 0.07 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-9,3-13,1-13,7-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-11 REACTIONS. (size) 14=0-5-8, 8=Mechanical Max Horz 14=-305(LC 4) Max Uplift 14=-59(LC 6), 8=-59(LC 7) Max Grav 14=1584(LC 1), 8=1584(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2185/171, 3-4=-1568/238, 4-5=-1568/238, 5-7=-2185/171, 1-14=-1509/139, 7-8=-1509/139 BOT CHORD 13-14=-285/395, 11-13=-84/1708, 9-11=-18/1708, 8-9=-57/333 WEBS 4-11=-103/1086, 5-11=-712/199, 5-9=0/295, 3-11=-712/199, 3-13=0/295, 1-13=0/1381, 7-9=0/1381 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 9-1-0 -1-0-0 1-0-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 36-11-0 1-0-0 1-1-0 13-0-11 1-1-0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-3-8,Edge], [10:Edge,0-1-8], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.83 0.77 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.44 0.08 (loc) 13-15 13-15 10 l/defl >999 >975 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-11,4-15,2-15,8-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS. (size) 16=0-5-8, 10=0-3-8 Max Horz 16=308(LC 5) Max Uplift 16=-95(LC 6), 10=-95(LC 7) Max Grav 16=1653(LC 1), 10=1653(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2183/172, 4-5=-1562/236, 5-6=-1562/236, 6-8=-2183/172, 2-16=-1578/177, 8-10=-1578/177 BOT CHORD 15-16=-318/462, 13-15=-67/1697, 11-13=0/1697, 10-11=-105/462 WEBS 5-13=-97/1072, 6-13=-702/194, 6-11=0/300, 4-13=-702/195, 4-15=0/300, 2-15=0/1241, 8-11=0/1241 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) The Fabrication Tolerance at joint 2 = 13%, joint 8 = 13% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.97 0.33 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=Mechanical, 5=0-3-8 Max Horz 7=-182(LC 4) Max Uplift 7=-16(LC 6), 5=-51(LC 7) Max Grav 7=542(LC 1), 5=617(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-532/80, 2-3=-540/85, 1-7=-482/76, 3-5=-556/114 WEBS 2-6=0/273 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.48 0.16 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-8, 5=0-3-8 Max Horz 7=-182(LC 4) Max Uplift 7=-16(LC 6), 5=-51(LC 7) Max Grav 7=542(LC 1), 5=617(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-532/80, 2-3=-540/85, 1-7=-482/76, 3-5=-556/114 WEBS 2-6=0/273 NOTES- (8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. February 10,2021 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.16 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 6=Mechanical, 4=Mechanical Max Horz 7=59(LC 6) Max Uplift 7=-15(LC 6), 6=-5(LC 6), 4=-23(LC 5) Max Grav 7=163(LC 1), 6=34(LC 2), 4=37(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 7, 6, 4. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.30 0.21 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-3-8, 6=Mechanical Max Horz 9=137(LC 5) Max Uplift 9=-46(LC 6), 6=-10(LC 7) Max Grav 9=656(LC 1), 6=582(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-610/95, 3-4=-406/111, 4-5=-610/91, 2-9=-616/115, 5-6=-541/77 BOT CHORD 7-8=-70/400 WEBS 2-8=-51/337, 5-7=-48/343 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 9, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.30 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=100(LC 6) Max Uplift 4=-51(LC 6), 6=-5(LC 6) Max Grav 4=99(LC 1), 6=231(LC 1), 5=73(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 4, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 -1-0-0 1-0-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 1-1-0 13-0-11 1-1-0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-3-0,0-1-8], [9:Edge,0-1-8], [10:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.82 0.78 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.42 0.07 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-10,4-14,2-14,8-10: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 4-12 REACTIONS. (size) 15=0-5-8, 9=Mechanical Max Horz 15=317(LC 5) Max Uplift 15=-95(LC 6), 9=-59(LC 7) Max Grav 15=1654(LC 1), 9=1583(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2185/173, 4-5=-1565/237, 5-6=-1566/237, 6-8=-2183/170, 2-15=-1579/177, 8-9=-1508/139 BOT CHORD 14-15=-324/453, 12-14=-81/1699, 10-12=-17/1706, 9-10=-57/333 WEBS 5-12=-101/1080, 6-12=-712/199, 6-10=0/295, 4-12=-703/196, 4-14=0/300, 2-14=0/1252, 8-10=0/1379 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) The Fabrication Tolerance at joint 2 = 15% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.30 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=100(LC 6) Max Uplift 4=-60(LC 7), 6=-5(LC 6) Max Grav 4=99(LC 1), 6=231(LC 1), 5=73(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 4, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 26-11-4 8-9-4 35-11-0 8-11-12 -1-0-0 1-0-0 8-11-12 8-11-12 17-9-0 8-9-4 17-11-8 0-2-8 18-2-0 0-2-8 26-11-4 8-9-4 35-11-0 8-11-12 36-11-0 1-0-0 1-1-0 12-11-0 1-1-0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-3-8,Edge], [10:Edge,0-1-8], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.87 0.78 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.45 0.08 (loc) 13-15 13-15 10 l/defl >999 >951 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-15,6-11,2-15,8-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13 REACTIONS. (size) 16=0-3-8, 10=0-3-8 Max Horz 16=306(LC 5) Max Uplift 16=-96(LC 6), 10=-96(LC 7) Max Grav 16=1653(LC 1), 10=1653(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2185/172, 4-5=-1564/234, 5-6=-1564/234, 6-8=-2185/172, 2-16=-1579/176, 8-10=-1579/176 BOT CHORD 15-16=-314/445, 13-15=-69/1701, 11-13=0/1701, 10-11=-99/445 WEBS 4-15=0/297, 4-13=-696/194, 6-13=-696/194, 6-11=0/297, 2-15=0/1262, 8-11=0/1262, 5-13=-91/1054 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) The Fabrication Tolerance at joint 2 = 16%, joint 8 = 16% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 5-5-0 28-2-4 7-6-4 35-11-0 7-8-12 -1-0-0 1-0-0 7-8-12 7-8-12 15-3-0 7-6-4 20-8-0 5-5-0 28-2-4 7-6-4 35-11-0 7-8-12 36-11-0 1-0-0 1-1-0 11-3-0 1-1-0 11-3-0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [5:0-5-12,0-2-0], [6:0-3-12,0-2-0], [9:0-2-8,0-1-12], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.61 0.61 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.34 0.08 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-14,6-14,2-18,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (size) 18=0-3-8, 11=0-3-8 Max Horz 18=-267(LC 4) Max Uplift 18=-87(LC 6), 11=-87(LC 7) Max Grav 18=1674(LC 1), 11=1667(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2212/176, 4-5=-1743/237, 5-6=-1330/242, 6-7=-1732/236, 7-9=-2202/176, 2-18=-1607/175, 9-11=-1600/175 BOT CHORD 17-18=-277/357, 15-17=-54/1738, 14-15=0/1339, 12-14=-1/1730, 11-12=-63/345 WEBS 4-15=-529/164, 5-15=-27/560, 6-14=-14/523, 7-14=-530/164, 2-17=0/1402, 9-12=0/1394 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 6-3-4 35-11-0 6-5-12 -1-0-0 1-0-0 6-5-12 6-5-12 12-9-0 6-3-4 17-11-8 5-2-8 23-2-0 5-2-8 29-5-4 6-3-4 35-11-0 6-5-12 36-11-0 1-0-0 1-1-0 9-7-0 1-1-0 9-7-0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-4-4,0-2-4], [7:0-4-4,0-2-4], [10:0-3-0,0-1-12], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.84 0.89 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.48 -0.87 0.07 (loc) 14-17 14-17 12 l/defl >896 >489 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 161 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-14: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-3 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-17, 6-14, 8-14 REACTIONS. (size) 19=0-3-8, 12=0-3-8 Max Horz 19=-228(LC 4) Max Uplift 19=-77(LC 6), 12=-77(LC 7) Max Grav 19=1611(LC 1), 12=1611(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2068/183, 4-5=-1862/227, 5-6=-1458/227, 6-7=-1458/227, 7-8=-1862/227, 8-10=-2068/183, 2-19=-1529/177, 10-12=-1529/177 BOT CHORD 18-19=-226/290, 17-18=-114/1635, 14-17=-60/1549, 13-14=-21/1635, 12-13=-25/279 WEBS 5-17=-20/657, 6-17=-301/181, 6-14=-301/181, 7-14=-20/657, 2-18=-2/1368, 10-13=-2/1368 NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1-0-0 5-2-12 5-2-12 10-3-0 5-0-4 17-11-8 7-8-8 25-8-0 7-8-8 30-8-4 5-0-4 35-11-0 5-2-12 36-11-0 1-0-0 1-1-0 7-11-0 1-1-0 7-11-0 8.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [6:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.83 1.00 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.71 0.13 (loc) 10-11 10-11 10 l/defl >999 >600 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-11: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 7-10 REACTIONS. (size) 16=0-3-8, 10=0-3-8 Max Horz 16=-189(LC 4) Max Uplift 16=-65(LC 6), 10=-65(LC 7) Max Grav 16=1647(LC 1), 10=1647(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-430/77, 3-4=-1997/218, 4-5=-1598/214, 5-6=-1598/214, 6-7=-1997/218, 7-8=-430/77, 2-16=-421/111, 8-10=-421/111 BOT CHORD 15-16=-184/1629, 13-15=-146/2054, 11-13=-146/2054, 10-11=-60/1629 WEBS 4-15=-7/711, 5-15=-731/180, 5-13=0/387, 5-11=-731/180, 6-11=-7/711, 3-16=-1759/145, 7-10=-1759/145 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 -1-0-0 1-0-0 3-11-12 3-11-12 7-9-0 3-9-4 14-6-11 6-9-11 21-4-5 6-9-11 28-2-0 6-9-11 31-11-4 3-9-4 35-11-0 3-11-12 36-11-0 1-0-0 1-1-0 6-3-0 1-1-0 6-3-0 8.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [8:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.50 0.90 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.69 0.14 (loc) 13-15 13-15 12 l/defl >999 >623 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-18,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-13, 3-18, 9-12 REACTIONS. (size) 12=0-3-8, 18=0-3-8 Max Horz 18=-150(LC 4) Max Uplift 12=-73(LC 4), 18=-73(LC 5) Max Grav 12=1646(LC 1), 18=1646(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-288/80, 3-4=-2066/209, 4-5=-1682/201, 5-7=-2538/252, 7-8=-1682/201, 8-9=-2066/209, 9-10=-288/80, 2-18=-328/107, 10-12=-328/107 BOT CHORD 17-18=-206/1578, 15-17=-267/2413, 13-15=-233/2413, 12-13=-60/1578 WEBS 4-17=-17/805, 5-17=-1028/217, 5-15=0/289, 7-15=0/289, 7-13=-1028/217, 8-13=-17/805, 3-18=-1887/127, 9-12=-1887/127 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 18. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.71 0.71 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.01 (loc) 7-9 7-9 6 l/defl >892 >355 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-3-8, 6=Mechanical Max Horz 9=270(LC 5) Max Uplift 9=-54(LC 6), 6=-32(LC 6) Max Grav 9=805(LC 1), 6=693(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/121, 3-4=-553/136, 4-5=-590/113, 2-9=-390/141, 5-6=-657/73 BOT CHORD 7-9=-122/480 WEBS 4-7=-27/311, 3-9=-387/11, 5-7=-24/355 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.61 0.71 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.02 (loc) 7-8 8-10 7 l/defl >999 >505 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 7=0-3-8 Max Horz 10=240(LC 5) Max Uplift 10=-60(LC 6), 7=-25(LC 7) Max Grav 10=949(LC 1), 7=876(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/123, 3-4=-767/144, 4-5=-769/145, 5-6=-324/85, 2-10=-372/141, 6-7=-284/76 BOT CHORD 8-10=-74/627, 7-8=0/633 WEBS 4-8=-86/574, 3-10=-627/18, 5-7=-649/42 NOTES- (6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1-3-0 10.00 12 Plate Offsets (X,Y)-- [8:0-2-12,0-1-8], [11:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.61 0.71 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.02 (loc) 8-9 8-9 8 l/defl >999 >506 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 8=0-3-8 Max Horz 11=229(LC 5) Max Uplift 11=-60(LC 6), 8=-60(LC 7) Max Grav 11=947(LC 1), 8=947(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/122, 3-4=-765/144, 4-5=-765/144, 5-6=-344/122, 2-11=-372/140, 6-8=-373/140 BOT CHORD 9-11=-63/625, 8-9=0/625 WEBS 4-9=-85/568, 3-11=-624/19, 5-8=-624/19 NOTES- (6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.30 0.92 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 4=0-1-8 Max Horz 1=64(LC 10) Max Uplift 1=-53(LC 3), 4=-94(LC 5) Max Grav 1=1112(LC 1), 4=1960(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1931/96 BOT CHORD 1-5=-94/1820, 4-5=-94/1820 WEBS 2-5=-13/1143, 2-4=-1968/120 NOTES- (9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 856 lb down and 37 lb up at 2-0-12, and 856 lb down and 37 lb up at 4-0-12, and 865 lb down and 31 lb up at 6-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Continued on page 2 February 10,2021 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.17 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=82(LC 6) Max Uplift 5=-12(LC 6), 4=-36(LC 6) Max Grav 5=161(LC 1), 4=47(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.10 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=65(LC 5) Max Uplift 5=-34(LC 6), 4=-53(LC 5) Max Grav 5=148(LC 1), 4=54(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.71 0.53 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.37 0.07 (loc) 5-8 5-8 2 l/defl >708 >235 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=78(LC 4) Max Uplift 2=-45(LC 4), 5=-37(LC 4) Max Grav 2=357(LC 1), 5=288(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-338/43 NOTES- (7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.61 0.54 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.35 -0.60 0.03 (loc) 6-9 6-9 2 l/defl >352 >204 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-6: 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-1-8 Max Horz 2=109(LC 5) Max Uplift 2=-146(LC 4), 6=-129(LC 6) Max Grav 2=474(LC 1), 6=408(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-964/726 BOT CHORD 2-6=-352/584 WEBS 4-6=-585/389 NOTES- (7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=146, 6=129. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.51 0.38 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.19 0.04 (loc) 5-8 5-8 2 l/defl >528 >383 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=69(LC 4) Max Uplift 2=-95(LC 4), 5=-84(LC 4) Max Grav 2=314(LC 1), 5=244(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-261/143 NOTES- (7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.20 0.16 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 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=155(LC 6) Max Uplift 3=-66(LC 6), 4=-16(LC 6) Max Grav 5=232(LC 1), 3=104(LC 1), 4=77(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.10 0.24 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.04 0.04 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=127(LC 6) Max Uplift 4=-14(LC 4), 7=-5(LC 6), 5=-41(LC 6) Max Grav 4=34(LC 1), 7=231(LC 1), 5=107(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 4, 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 CSI. TC BC WB Matrix-MP 0.22 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-7-14, 3=Mechanical, 4=Mechanical Max Horz 5=102(LC 6) Max Uplift 5=-42(LC 6), 3=-17(LC 7), 4=-14(LC 6) Max Grav 5=253(LC 1), 3=56(LC 1), 4=60(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 TC BC WB Matrix-MR 0.18 0.80 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.03 (loc) 3-4 3-4 2 l/defl >999 >664 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-5-8, 2=Mechanical, 3=Mechanical Max Horz 4=66(LC 5) Max Uplift 2=-49(LC 5), 3=-15(LC 5) Max Grav 4=281(LC 1), 2=90(LC 1), 3=359(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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 100 lb uplift at joint(s) 2, 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 523 lb down and 27 lb up at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-523(F) February 10,2021 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.10 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=99(LC 6) Max Uplift 5=-9(LC 6), 3=-28(LC 6), 4=-15(LC 6) Max Grav 5=187(LC 1), 3=61(LC 1), 4=52(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.22 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=87(LC 6) Max Uplift 5=-46(LC 6), 3=-8(LC 7), 4=-27(LC 6) Max Grav 5=231(LC 1), 3=14(LC 1), 4=41(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.22 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=87(LC 6) Max Uplift 5=-46(LC 6), 3=-8(LC 7), 4=-27(LC 6) Max Grav 5=231(LC 1), 3=14(LC 1), 4=41(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.22 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=87(LC 6) Max Uplift 5=-47(LC 6), 3=-7(LC 7), 4=-27(LC 6) Max Grav 5=230(LC 1), 3=13(LC 4), 4=40(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 TC BC WB Matrix-MR 0.14 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=64(LC 6) Max Uplift 2=-49(LC 6), 3=-7(LC 6) Max Grav 4=75(LC 1), 2=54(LC 1), 3=37(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 2, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.10 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=105(LC 6) Max Uplift 3=-16(LC 7), 4=-43(LC 6) Max Grav 5=164(LC 1), 3=34(LC 1), 4=37(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 CSI. TC BC WB Matrix-MR 0.36 0.89 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.08 (loc) 3-4 3-4 2 l/defl >795 >307 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=92(LC 5) Max Uplift 2=-65(LC 5), 3=-4(LC 5) Max Grav 4=428(LC 1), 2=129(LC 1), 3=311(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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 100 lb uplift at joint(s) 2, 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 562 lb down and 22 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-562(F) February 10,2021 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.20 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=124(LC 6) Max Uplift 5=-5(LC 6), 3=-53(LC 6), 4=-3(LC 6) Max Grav 5=231(LC 1), 3=103(LC 1), 4=77(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.10 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=84(LC 6) Max Uplift 5=-11(LC 6), 3=-13(LC 7), 4=-25(LC 6) Max Grav 5=164(LC 1), 3=34(LC 1), 4=37(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.20 0.16 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=155(LC 6) Max Uplift 3=-66(LC 6), 4=-16(LC 6) Max Grav 5=231(LC 1), 3=103(LC 1), 4=77(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.09 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-11-0. (lb) - Max Horz 24=-171(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-107(LC 4), 23=-111(LC 5), 15=-102(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 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) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=107, 23=111, 15=102. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.08 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 13-3-0. (lb) - Max Horz 24=-164(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-122(LC 4), 14=-105(LC 5), 23=-120(LC 5), 15=-109(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 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) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=122, 14=105, 23=120, 15=109. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=2-0-0, 4=2-0-0 Max Horz 5=70(LC 5) Max Uplift 5=-30(LC 6), 4=-32(LC 5) Max Grav 5=161(LC 1), 4=49(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=1-4-0, 4=1-4-0 Max Horz 5=66(LC 5) Max Uplift 5=-34(LC 6), 4=-52(LC 5) Max Grav 5=148(LC 1), 4=55(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.12 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=5-5-0, 5=5-5-0, 6=5-5-0 Max Horz 7=68(LC 5) Max Uplift 7=-44(LC 4), 5=-34(LC 1), 6=-36(LC 6) Max Grav 7=210(LC 1), 5=7(LC 6), 6=305(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.91 0.84 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.00 (loc) 4-5 4-5 l/defl >999 >736 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. REACTIONS. (size) 6=2-4-8, 4=0-1-8, 5=0-3-8 Max Horz 6=96(LC 6) Max Uplift 6=-47(LC 4), 4=-38(LC 6), 5=-10(LC 6) Max Grav 6=150(LC 1), 4=235(LC 1), 5=336(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-366/185 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4, 5. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021 1-3-0 9-6-9 1-3-0 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.25 0.13 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 331 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28 REACTIONS. All bearings 19-11-0. (lb) - Max Horz 37=-229(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 34, 35, 26, 25, 24, 23, 22 except 37=-301(LC 4), 20=-242(LC 5), 36=-305(LC 5), 21=-262(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 32, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 37=377(LC 5), 20=319(LC 4), 36=254(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-26/252, 10-11=-26/252 WEBS 10-28=-257/0 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 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) 29, 30, 31, 32, 34, 35, 26, 25, 24, 23, 22 except (jt=lb) 37=301, 20=242, 36=305, 21=262. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 10,2021